Oral Programme

ECT 2018 Abstracts CST 2018 Abstracts

Monday 03 September 2018 15:00-18:30 Registration | Hall Auditorium 18:30-20:00 Welcome drinks reception | Hall Auditorium & Atrium Tuesday 04 September 2018 08:00-09:15 Registration | Hall Auditorium Room Auditorium Session Barry H.V. Topping Chair 09:15-10:30 Opening Session: Welcome to ECT2018: P. Ivanyi, University of Pécs, Hungary Welcome to CST2018: J. Kruis, Czech Technical University of Prague, Czech Republic Announcement of the K.J. Bathe Award 2018 Presentation by Carrie Christensen, Publisher, Elsevier 09:30-10:30 Opening Plenary Address: Frontiers & challenges in CAE simulations Klaus-Jürgen Bathe, MIT, USA 10:30-11:00 Refreshment Break | Hall Auditorium & Atrium Room Auditorium Session Professor J. Tedesco Professor A. Zingoni Chair 11:00-12:00 Keynote Lectures Room Auditorium Garbi 1 11:00-11:30 [KEY1] Active structural control in civil and infrastructural engineering: [KEY3] Isogeometric analysis of coupled thermomechanical problems: feasibility of a breakthrough Theoretical and implementation aspects F. Casciati, University of Pavia, Italy D. Eyheramendy, Laboratoire de Mécanique et d''Acoustique (AMU-CNRS- ECM), France 11:30-12:00 [KEY2] Dynamics and homogenised elastic properties of irregular cellular [KEY4] Computational treatment of instabilities of thin-walled structures metamaterials under tension S. Adhikari, Swansea University, United Kingdom F.G. Rammersdorfer, Vienna University of Technology, Austria 12:00-13:00 Lunch | Noray Restaurant Room Garbi 1 Llevant 1 Llevant 2 Llevant 3 Llevant 4 Session K.J. Bathe M. Lombardo, G. Barone, A. J.R. Torregrosa & A. Cordero J.R. Banerjee & J. Naprstek A. Csebfalvi & J. Logo Chairs Palmeri 13:00-14:15 Computers and structures & ECT2018: Computational ECT2018: Special session: Keynote Lecture CST2018: Special session: advances in engineering studies for retrofitting Iterative schemes for Structural topology software analyzing nonlinear optimization Author Journal Publication: problems: Numerical and Seminar and Discussion dynamic 13:00-13:15 13:00-14:00 "Developments [O2.1] Computational issues [O3.1] On some nonlinear 13:00-13:30 [KEY8] Pre- and [O5.1] Optimization of an in Publishing - toward the amelioration and Newton-like methods for post- buckling upper structure of a curtain retrofi tting of educational solving nonlinear equations analysis of beams side trailer via genetic The Publisher's buildings S. Busquier1, S. Hernádez- employing higher algorithm perspective" S. Casciati Verón2, A.A. Magreñan3, S. order beam theory M. Ramanagiri*, A. Kwan, G. C. Christensen, University of Catania, Italy Amat*1 E. J. Sapountzakis, Phillips, M. Bartlett, A. Clarke, Publisher, 1U.P.Cartagena, Spain, 2U. La National University M. Eaton Elsevier, New Rioja, Spain, 3U. Internacional of Athens, Greece Cardiff University, UK York, USA de La Rioja, Spain CST2018: Special Session: "Getting Dynamic interactions across Published – An the scales: recent advances & Editor's current challenges 13:15-13:30 perspective" [O2.2] Fatigue analysis of [O3.2] New families of [O5.2] Application of Barry H.V. high-speed railway bridges iterative methods for solving structural topology Topping, Co- using different moving load nonlinear systems optimization to slender Editor, models A. Cordero, C. Jordán, E. telecommunication lattice Computers and J. O'Nien*, A. Palmeri, M. Sanabria, J.R. Torregrosa* towers Structures, Lombardo, S. Kasinos Universitat Politècnica de K.D. Tsavdaridis*1, A. Advances in Loughborough University, UK València, Spain Nicolaou2, E. Efthymiou3 Engineering 1University of Leeds, UK, Software 2Ramboll, UK, 3Aristotle University of Thessaloniki, Discussion Greece 13:30-13:45 Session [O2.3] Seismic performance of [O3.3] Jacobian free [O4.2] New concepts for high [O5.3] A new robustness elastoplastic oscillators multistep iterative methods energy absorbing structures measure for evaluating the coupled with non-linear for solving nonlinear IVPs and protected against birdstrike optimal designs given by the viscous dampers BVPs B. Derias*1,2, P. Spiteri1, P. commonly accepted R. Woodhouse1, A. Palmeri*1, E. Martínez*, J.L. Hueso, D. Marthon1, L. Ratsifandrihana2 algorithms in the volume- N. Impollonia1,2 Alarcón 1INP Toulouse, France, 2Segula constrained robust topology 1Loughborough University, UK, Universitat Politècnica de Toulouse, France optimization with uncertain 2University of Catania, Italy València, Spain loading directions A. Csébfalvi*1, J. Lógó1 1University of Pécs, Hungary, 2Budapest University of Technology and Economics, Hungary 13:45-14:00 [O2.4] Numerical modelling of [O3.4] A family of optimal [O4.4] Accurate algorithms for [O5.4] Topology optimization plants in blast wave eighth order methods for a non-linear oscillatory system: of elastoplastic structures: propagation simulations multiple roots of non-linear van der Pol equation Stress intensity driven P. Warnstedt*1,2, N. equations M.A.E. Kaunda formulation and Functor- Gebbeken1,2 F. Zafar1,2, A. Cordero*1, J.R. Cape Peninsula University of oriented implementation 1University of the Bundeswehr Torregrosa1, M. Junjua2 Technology, South Africa B. Blachowski1, P. Tauzowski1, Munich, Germany, 2Research 1Universitat Politecnica de J. Logo*2 Center RISK, Germany Valencia, Spain, 2Bahauddin 1Institute of Fundamental Zakariya University, Pakistan Technological Research, Polish Academy of Sciences, Poland, 2Budapest University of Technology & Economics, Hungary 14:00-14:15 [O2.5] Passive control by [O3.5] On a variational [O4.5] Development of [O5.5] Topology optimization seismic resistant design of approximation of stiff systems numerical modelling technique of truss structures using an double skin façades of ODEs arising from to analyse the behaviour of improved crow search G. Pipitone*, G. Barone, A. chemistry kinetics cable supported facades algorithm Palmeri S. Amat1, P. Pedregal2, M.J. under blast loading M. Mashayekhi*, R. Yousefi Loughborough University, UK Legaz*3, J. Ruiz4 R. Piyasena*, D. Thambiratnam, Vali-e-Asr University of 1U.P. Cartagena, Spain, N. Perera, T. Chan Rafsanjan, Iran 2Universidad de Castilla La Queensland University of Mancha, Spain, 3Universidad Technology, Australia de Cádiz, Spain, 4Universidad de Alcalá, Spain Session P. Coelho M. Lombardo, G. Barone, A. J.R. Torregrosa & A. Cordero J.R. Banerjee & J. Naprstek A. Csebfalvi & J. Logo Chairs Palmeri, 14:15-15:00 ECT2018: Parallel and CST2018: Special Session: distributed computing Dynamic interactions across the scales: Recent advances & current challenges 14:15-14:30 [O1.1] Solution Speedup of [O2.6] Single and multiple [O3.6] On a class of Newton- [O4.6] The Effects of engine [O5.6] Voxel-based the Laplace Equation Using nonlinear energy sinks type methods for implicit mass and its location on the smoothing of topology- FPGA Hardware configurations in 3D civil Runge-Kutta schemes free vibration and flutter optimized structures to fulfill A. Ebrahimi, M. Zandsalimy* structures with random S. Amat*1, J. Ruiz2, S. Busquier1 characteristics of a transport design requirements Sharif University of excitations 1U. P. Cartagena, aircraft wing R. Bartz*1, S. Fiebig1, T. Technology, Iran M. Oliva1, G. Barone*2, F. Lo Spain, 2Universidad de A. Ananthapuvirajah1, W.D. Franke1, T. Vietor2 Iacono1, G. Navarra1 Alcalá, Spain Gunawardana2, J.R. Banerjee*1 1Volkswagen AG, 1University of Enna Kore, 1University of London, Germany, 2Technische Italy, 2Loughborough UK, 2Open University (Quarles Universität Braunschweig, University, UK Campus), UK Germany 14:30-14:45 [O1.2] Voronoï cell volume [O3.7] Increasing the [O4.7] A hybrid finte element- [O5.7] Optimum design of a approximation using efficiency of a third-order statistical energy analysis cable stayed steel footbridge parallel solution iterative scheme for solving formulation accounting for using semi-active and J. Mašek*, M. Vořechovský nonlinear problems nonlinearities passive dampers considering Brno University of F.I. Chicharro, A. Cordero*, N. F.A. Fazzolari three dimensional behaviour Technology, Czech Garrido, J.R. Torregrosa University of Liverpool, UK F.L.S. Ferreira, L.M.C. Simões* Republic Universitat Politècnica de University of Coimbra, València, Spain Portugal 14:45-15:00 [O3.8] High order secant type [O4.8] Free vibration analysis of [O5.8] Identification of critical methods free of derivatives functionally graded beams local damage for robustness J.C. Trillo*1, V. Candela2, R. using the dynamic stiffness assessment of building Peris1 method and a higher order structures using gradient- 1Universidad Politécnica de shear deformation theory based optimisation Cartagena, H. Su1, J.R. Banerjee*1 S. Grosman*, B.A. Izzuddin Spain, 2Universidad de 1University of Northampton, Imperial College London, UK Valencia, Spain UK, 2University of London, UK 15:00-15:30 Refreshment Break | Hall Auditorium & Atrium Room Garbi 1 Llevant 1 Llevant 2 Llevant 3 Llevant 4 Session L.M.C. Simoes & A. Myslinski S. Caprilli, F. Morelli & G. Zanon J.R. Torregrosa & A. Cordero A.H.C. Chan & D. Rypl N. Suksawang Chairs 15:30-18:00 CST2018: Special session: CST2018: Special session: ECT2018: Special session: CST2018: Discrete element CST2018: Special session: optimisation and design advanced solutions for the Iterative schemes for methods Seismic assessment of new structural design and analysing nonlinear structures and vulnerability numerical modelling of steel problems: Numerical and reduction of existing racks dynamic buildings: Advanced numerical modelling 15:30-15:45 [O1.4] Shape optimization of [O2.7] Design and modelling [O3.9] On a new Power ENO [O4.9] Investigation of the [O5.9] A strategy for reducing elasto-plastic contact of Automated Rack Supported method for hyperbolic influence of parameters on the vulnerability of structures problems using the level set Warehouses conservation laws particle dampers under seismic loadings method S. Caprili*1, F.V. Lippi1, F. S. Amat1, A.A. Magreñán*2, J. N. Meyer*, R. Seifried F. De Angelis*, D. Cancellara A. Myslinski Morelli1, A. Natali1, W. Ruiz3 Hamburg University of University of Naples Federico Systems Research Institute, Salvatore1, V. Falleni2 1Universidad Politécnica de Technology, Germany II, Italy Poland 1University of Pisa, Cartagena, Italy, 2System Logistics S.p.A., Spain, 2Universidad Italy Internacional de La Rioja, Spain, 3Universidad de Alcalá de Henares, Spain 15:45-16:00 [O1.5] Hybrid optimisation of [O2.8] Calibration of finite [O3.10] Numerical simulation [O4.10] The use of discrete [O5.10] Analysis of base thin-walled laminated element models of an of detonation waves using element modelling (DEM) in isolation systems in passive cylindrical shells dynamic innovative steel beam-to- nonlinear finite difference development of a novel control of structures behaviour column joint methods concrete aggregate recycling F. De Angelis*, D. Cancellara B. Miller*, L. Ziemianski F. Morelli*, A. Piscini, W. S. Amat2, A. Dávila2, A. technique University of Naples Federico Rzeszow University of Salvatore Perales2, J. Ruiz*1 A. Ameel*, S. Debruyne, M. II, Italy Technology, Poland University of Pisa, Italy 1Universidad Politécnica de Versteyhe, L. Boehme Cartagena, KU Leuven, Belgium Spain, 2Universidad Politécnica de Cartagena, Spain ECT 2018: Discrete Element and ECT2018: Dynamics, seismic Particle Techniques and construction 16:00-16:15 [O1.6] Reliability-based [O2.9] Sensitivity of numerical [O3.11] Iterative algorithms [O4.11] A three-dimensional [O5.11] Seismic response minimum cost design of a modelling approaches on the for car rental and car sharing coupled Euler- PIC algorithm simulation of complex site double box beam structure computed behaviour of steel transport management for penetration of reinforced based on multi-transmitting for an overhead travelling racks under seismic loading J.A. Conejero*, C. Jordán, E. concrete formula and spectral element crane M. Pinkawa*, B. Hoffmeister, Sanabria-Codesal X. Xu*, T. Ma, H. Liu, J. Ning method L.M.C. Simoes*1, K. Jarmai1 M. Feldmann Universitat Politècnica de Beijing Institute of Technology, Y.Y. Yu*, H.P. Ding 1University of Coimbra, RWTH Aachen University, València, Spain China Suzhou University of Science Portugal, 2University of Germany and Technology, China Miskolc, Hungary 16:15-16:30 [O1.7] Adjoint variable [O2.10] Definition of the [O3.12] A homotopy method [O4.12] Optimized rack-ladder [O5.12] Control of vibrations method for the sensitivity loading models for automated for vibration analysis of structure for iron ore pellet and comparison of different analysis of flexible steel racks warehouses magnetorheological fluid buffer storage: DEM simulation base isolation systems for multibody systems in considering logistics needs sandwich structures and analytical model irregular structures differential-algebraic form F. Morelli*1, S. Caprili1, M. V. Ammovilli*1, M. Bilasse1, I. A. Hossein Madadi F. De Angelis*, D. Cancellara A. Azari Nejat*, A. Fabini2, V. Falleni3, A. Natali1, Charpentier1 Najafabadi*1, A. Masomi2 University of Naples Federico Moghadasi, A. Held, R. A. Ori3, W. Salvatore1, S. 1CNRS and University of 1Mobarakeh Steel Company, II, Italy Seifried Sesana2, M. Terraneo2, L. Strasbourg, France, 2École Iran, 2University of Tehran, Iran Hamburg University of Vandini3 Catholique d'Arts et Métiers Technology, Germany 1University of Pisa, Italy, 2SCL Strasbourg-Europe, France Ingegneria Strutturale, Italy, 3System Logistics, Italy CST2018: Civil engineering CST2018-21: Laser cutting applications technology 16:30-16:45 [O1.8] Optimality in sewer [O2.11] Thermal and [O3.13] Jacobian free [O4.13] Hybrid finite-discrete [O5.13] Distributed multiple network design mechanical modeling of laser multistep iterative method for element modelling of the tuned mass dampers N. de Villiers*, G.C. Van cutting for structural steel solving nonlinear IVPs and failure and collapse process of approach for vibration Rooyen grade materials for high-cycle BVPs deep tunnels in rock masses control of high-rise buildings University of Stellenbosch, fatigue applications E. Martinez*, J.L. Hueso, D. under high in-situ stresses in earthquake South Africa O. Bursi1, P. Scardi1, G. Alarcón H Han*, H.Y. Liu, H.C. Chan H. Radmard Rahmani*, C. Zanon*1, A. Valli2, L. Monaco1 Universitat Politècnica de University of Tasmania, Australia Könke 1University of Trento, València, Spain Universität Weimar, Germany Italy, 2Addige Sys, Italy CST2018 & ECT2018: Software development: Tools, techniques and issues 16:45-17:00 [O1.9] An iot、plc、scada [O2.12] Assessment of laser- [O3.14] On the local and [O4.14] Easy pre-/post- [O5.14] Performance of technologies and asm2d cut, I-beam to CHS column semilocal convergence of a processing of finite elements masonry infill wall in a model based water joints by means of nonlinear parameterized multi-step with Python: A descriptive reinforced concrete building treatment intelligent control finite element methods Newton method programming approach under seismic load system J. Korndörfer*, B. Hoffmeister, S. Amat1, I.K. Argyros2, S. M. Yilmaz O. Akyurek1, N. Suksawang*1, C. Chen*1, T. Bou2, B. Ding2 M. Feldmann Busquier1, M.A. Hernández- Istanbul Technical University, T. Go1, H. Tekeli1 1Beijing Institute of RWTH Aachen University, Verón3, D.F. Yáñez*4 Turkey 1Florida Institute of Technology, Germany 1Universidad de Cartagena, Technology, USA, 2Suleyman China, 2Shenzhen Graduate Spain, 2Cameron University, Demirel University, Turkey School, China USA, 3Universidad de La Rioja, Spain, 4Universidad Católica de Valencia, Spain CST2018: Advanced solutions for the structural design and numerical modelling of steel 17:00-17:15 [O1.10] A rapid modeling [O2.13] A nonlinear connector [O3.15] Memory for a [O4.15] Synthesis of [O3.54] Overall Imperfection method for fluid network element with physical modified Newton Method computational meshes of RVE Method for tapered beam- Y. Zhang*, Y. Men, Z. Dong properties for modelling A. Cordero*2, J.G. Maimó1, with ellipsoidal inclusions using columns North China Electric Power bolted connections J.R. Torregrosa2, M.P. Wang cubes G. Hajdú*, F. Papp University, China R. Verwaerde*, P.A. Boucard, Vassileva1 D. Rypl*, M. Doškář Széchenyi István University, P.A. Guidault 1Instituto Tecnológico de Czech Technical University in Hungary LMT, ENS Cachan, CNRS, Santo Domingo (INTEC), Prague, Faculty of Civil Université Paris-Saclay, France Dominican Engineering, Czech Republic Republic, 2Universitat Politécnica de Valencia, Spain 17:15-17:30 [O2.14] Numerical modelling [O4.16] Scaled scrum of the self-loosening of a framework for cooperative bolted assembly domain ontology evolution V. Rafik*1,2, C. Chirol2, A. W. Mohsen*, M. Aref, K. Daidie1, B. Combes1 ElBahnasy 1Université de Toulouse, Institut Ain Shams University, Egypt Clément Ader, France, 2Airbus Operations S.A.S, France 17:30-17:45 [O2.15] Conductive cables vibrations effect on lattice steel transmission towers T.M. Ghazal*, E.M. Elkassas, M.I. Elmasry Arab Academy for Science & Technology & Maritime Transport, Egypt 17:45-18:00 [O2.16] Developing a neutral equilibrium device as dynamic virtual piers for an emergency relief bridge M.H. Shih*1, W.P. Sung2 1National Chi Nan University, Taiwan, 2National Chin-Yi University of Technology, Taiwan

Wednesday 05 September 2018 Room Garbi 1 Llevant 1 Llevant 2 Llevant 3 Llevant 4 Session A. Zingoni & T. Abassy C. Anitescu D. De Domenico, A. Gregori & F. Parisi & M. Scalvenzi A. Sofi, G. Li, D. Yang & P. Li Chairs F. De Angelis 08:45-10:30 CST2018: Numerical and ECT2018: Computational CST2018: Special Session: CST2018: Structural ECT2018: Uncertainty computational techniques Methods: including meshless Seismic assessment of new Mechanics: Damage, NDT quantification and analysis in for mechanics and isogeometric methods structures and vulnerability and characterisation engineering: precise and reduction of existing buildings: imprecise probability advanced numerical approaches modelling 08:45-09:00 [O1.11] The first and the [O2.17] Generic [O3.16] An explicit-implicit [O4.17] Optimizing linear [O5.16] Generalized pareto second order sensitivity implementation of meshless method for nonlinear time- phased array transducers for distribution for high reliability analysis for damped systems local strong form method domain soil-structure detection of delamination estimation based on radial with repeated eigenvalues J. Slak*, G. Kosec interaction analysis defect in composites basis function network M. Łasecka-Plura Jožef Stefan Institute, Slovenia S.L. Chen*, H. Lv M. Achbal*1, A. Khamlichi2, F. G. Li*, G. Zhao Poznan University of Nanjin University of El Khannoussi2 Dalian University of Technology, Poland Aeronautics and Astronautics, 1Faculty of Sciences at Technology, China China Tetouan, Morocco, 2ENSA Tetouan, Morocco 09:00-09:15 [O1.12] Solving nonlinear [O2.18] Numerical simulation [O3.17] A probabilistic [O4.18] Occurring [O5.17] Robust design of a 2nd order differential of overhead power line approach for the characteristics of asphalt solution for reducing vibration equations using piecewise cooling in natural convection determination of the in-plane pavement distresses based of light assembled structures analytic method (Pendulum regime elastic response of RC frames on statistics and association M. Ghienne*1,2, C. Blanzé1, L. Equations) G. Kosec, J. Slak* accounting for the uncertain rules mining Laurent1 T. Abassy1,2 Jozef Stefan Institute, Slovenia stiffening contribution of the J. Li*, G. Liu, T. Yang, J. Zhou, 1Conservatoire National des 1Prince Sattam Bin Abdulaziz masonry infills Y. Zhao Arts et Métiers, University, Saudi D. De Domenico, G. Falsone*, Southeast University, China France, 2Institut supérieur de Arabia, 2Benha University, R. Laudani mécanique de Paris – Egypt University of Messina, Italy Supméca, France 09:15-09:30 [O1.13] A hybrid numerical- [O2.19] Homogenization [O3.18] Comparing [O4.19] An integrated [O5.18] Studies of vehicle analytical approach to the based interface coupling with deterministic and affidabilistic damage approach for loading on highway bridges dynamic analysis of helical constrained microscopic assessment of the seismic effective modelling of high and their reliability gear excitations due to displacements for the global- vulnerability of an existing RC cycle fatigue in metals Q. Guo*1, X. Yang2, J. Gong1 varying mesh stiffness local analysis of building A. Soyemi*, B.A. Izzuddin 1Dalian University of M. Zarnekow*, T. Grätsch, F. heterogeneous structures A. Gregori*, M. Angiolilli Imperial College London, UK Technology, China, 2Ningbo Ihlenburg M. Wangermez*1,2, O. Allix1, P- University of L'Aquila, Italy Institute of Technology, China Hamburg University of A. Guidault1, O. Ciobanu2, C. Applied Sciences, Germany Rey2 1LMT Cachan (ENS Paris- Saclay/CNRS/Université Paris- Saclay), France, 2Safran Tech, France CST2018: Special Session: Computational modelling of progressive collapse 09:30-09:45 [O1.14] An innovative [O2.20] Isogeometric lumped [O3.19] Calibration of [O4.20] Analytical model for [O5.19] Combining density approach to testing tendons mass matrices using a dual cohesive elements for multi-hazard resistant forecasts for concrete creep in shear basis construction and the modelling the bond between prefabricated concrete prediction under model N. Aziz*1, A. Petrov-Galerkin method concrete and deformed frame substructures uncertainty Mirzaghorbanali2,1, G. Yang1, C. Anitescu*1, C. Thanh reinforcement bars considering earthquake and S.S. Jin, S.L. Cha*, H.K. Ju S. Khaleghparast1, J. Nguyen2, T. Rabczuk1, X. S. Alkhawaldeh*, J.A. El- column removal scenarios Korea Advanced Institute of Nemcik1, H. Rasekh3,1 Zhuang2 Rimawi, A. Palmeri K.Q. Lin*1, X.Z. Lu1, Y. Li2, L.P. Science and Technology, 1University of Wollongong, 1Bauhaus-Universität Weimar, Loughborough University, UK Ye1 Republic of Korea Australia, 2University of Germany, 2Leibniz Universität 1Tsinghua University, Southern Queensland, Hannover, Germany China, 2Beijing University of Australia, 3University of New Technology, China South Wales, Australia 09:45-10:00 [O1.15] On the most [O2.21] Space-time [O3.20] The use of cohesive [O4.21] Performance limit [O5.20] Lattice dome appropriate symmetry group isogeometric solvers for elements to model the states of reinforced concrete reliability response functions for group-theoretic coupled multiphysics: A behaviour of reinforced buildings subjected to single- using analytical integration computational schemes in preliminary study concrete beam-to-column column loss scenarios and finite element method structural mechanics C. Saadé*, S. Lejeunes, D. joints under monotonic F. Parisi*, M. Scalvenzi, E. B. Pokusinski*, M. Kaminski A. Zingoni Eyheramendy, L. Zhang, R. loading Brunesi Lodz University of University of Cape Town, Saad S. Alkhawaldeh*, J.A. El- University of Naples, Federico Technology, Poland South Africa Aix-Marseille University, France Rimawi, A. Palmeri II, Italy Loughborough University, UK CST2018: Special Session: CST2018-1: Uncertainty Computational modelling of Analysis and Design progressive collapse Optimization of Structures 10:00-10:15 [O1.16] Repetitive skeletal [O2.22] Using results on zeros [O3.21] New methodology to [O4.22] Mitigation of blast [O5.21] A line search method structures controlled by of symmetric polynomials for generate Roof Design Spectra load risk on reinforced for non-linear data bracing elements design comb decimators (RDS) directly from Uniform concrete structures assimilation via random G. Nagy Kem G. Jovanovic Dolecek Hazard Spectra (UHS) considering different steepest descent Szent István University YMÉK, Institute INAOE, Mexico A. Asgarian*, G. McClure structural design alternatives approximations Hungary McGill University, Canada M.K. Almustafa*, Y.E. Ibrahim E. D. Nino-Ruiz, C. J. Ardila- Prince Sultan University, Saudi Hernández, J. R. Capacho- Arabia Portilla, J. D. Estrada- DeLaHoz* Universidad del Norte, Colombia 10:15-10:30 [O1.3] Effectiveness of hybrid [O5.62] Simulation engine for [O4.23] Progressive collapse [O5.22] Response statistics of parallelization of splitting-up on-line Dynamic Stability assessment of gravity-load structures with uncertainties conjugate gradient method Assessment designed reinforced described by imprecise on supercomputers K. Máslo concrete buildings through probability density functions A. Wakatani ČEPS, a.s., Czech Republic nonlinear time history G. Muscolino*1, A. Sofi2, F. Konan University, Japan analysis Giunta1 F. Parisi, E. Brunesi, M. 1University of Messina, Scalvenzi* Italy, 2University Mediterranea University of Naples, Italy of Reggio Calabria, Italy 10:15-10:45 Refreshment Break | Hall Auditorium & Atrium Room Garbi 1 Llevant 1 Llevant 2 Llevant 3 Llevant 4 Session A. Eriksson & W. Habchi & E. Deletombe G. Li, D. Yang & P. Li D. Roose & N. Biba J. Kruis & J. Bai Chairs D. Eyheramendy 10.45-12.45 Keynote lectures ECT2018: Computational CST2018: Uncertainty analysis ECT2018: Special session: CST2018: Uncertainty and multiphysics and design optimization of Computational modelling of reliability structures industrial metal forming processes 10:45-11:00 10:45-11:15 [KEY5] [O2.23] A Schur-complement [O3.22] Discontinuous [O4.24] Similitude for [O5.23] Reliability estimation Assessment of method for the reduced order Galerkin-based probability vibration assisted cold using conditional Gaussian the reflection- finite element modeling of density evolution method for forward extrusion sub-structuring transmission transient elastohydrodynamic dynamic reliability analysis of A. Al-tamimi*, R. Darvizeh, K. B. Radhika error for lubrication problems building structures Davey IIT Tirupati, India reciprocal mass W. Habchi G.H. Chen*, D.X. Yang University of Manchester, UK matrices Lebanese American Dalian University of A. Tkachuk, University, Lebanon Technology, China University of Stuttgart, Germany CST2018: Special session: Degradation of reinforced concrete elements: From mathematical modelling to assessment through structural 11:00-11:15 [O2.24] Ensemble probabilistic [O3.23] Dynamic reliability [O4.25] Numerical [O5.24] Corrosion of steel forecasting in the microscale analysis of nonlinear building experimentation of global bars in reinforced concrete A. Oliver*, L. Mazorra-Aguiar, structures subject to near-fault finite similitude scaling in die columns: the effect of the E. Rodríguez, G. Montero ground motions compaction process cover concrete spalling on University of Las Palmas de D.X. Yang*, G.H. Chen M. Moghaddam1, R. strength deterioration in Gran Canaria, Spain Dalian University of Darvizeh*2, K. Davey2,3, A. axially loaded columns Technology, China Darvizeh1 R. Greco1, M. Morga*2 1University of Guilan, 1Technical University of Bari, Iran, 2The University of Italy, 2Anglia Ruskin University, Manchester, UK, 3University of UK Strathclyde, UK ECT2018: Crash and impact computational mechanics 11:15-11:30 11:15-11:45 [KEY6] Strain [O2.25] On discontinuous [O3.25] Cohesive discrete [O4.26] Strain rate sensitivity [O5.25] Numerical modelling control of boundary elements in the element method to simulate in scaling of dynamic of chloride extraction from engineering mechanics of solid bodies Young's modulus variability structural systems concrete structures with the band structures loaded by explosion effect on a natural fibre- H. Sadeghi1, R. Darvizeh*2, K. help of electric field of graphene P.P. Prochazka*, M.J. Valek reinforced composite Davey2,3, A. Darvizeh1 J. Kruis*, J. Nemecek nanoribbons Czech Technical University in performance 1University of Guilan, Czech Technical University in R. Melnik, Wilfrid Prague, Czech Republic D. Moukadiri*1, W. Leclerc1, M. Iran, 2The University of Prague, Czech Republic Laurier University, Guessasma1, F. Druesne2, E. Manchester, UK, 3University of Canada Bellenger1 Strathclyde, UK 1University of Picardie Jules Verne, France, 2University of Technology of Compiègne, France 11:30-11:45 [O2.26] Study and [O3.26] Risk-based [O4.27] Elastic-plastic [O5.26] Vulnerability characterization of abrasion probabilistic seismic hazard formulation and damage assessment for the reinforced phenomena for organic analysis considering prediction in forming concrete beam exposed to matrix composite and parameter uncertainties processes with highly monotonic loading using metallic materials in A/C L. Hofer*, M.A. Zanini, F. localized large strain different damage indexes emergency landing situations Faleschini, K. Toska, C. A. Vlasov1, N. Biba*2, s. M. Nasim*, S. Setunge L. Bigault1,2, E. Deletombe*1, Y. Pellegrino Stebunov1 RMIT, Australia Desplanques2 University of Padova, Italy 1QuantorForm Ltd, 1ONERA - The French Russia, 2MICAS Simulations, Aerospace Lab, UK France, 2University of Lille, France CST2018: Artificial neural networks in computational mechanics 11:45-12:00 11:45-12:15 [KEY7] A nested, [O2.27] The crash analysis of [O3.27] The conjugate [O4.28] Investigating [O5.27] A comparative study concurrent electric multiple unit driver's gradient step length macrosegregation and of neural network model and multiscale cab adjustment method for inclusion-front interaction in LOLIMOT for self-compacting approach P. Watroba, M. Pawlak*, D. calculation of probabilistic continuously-cast steel slabs concrete containing without scale- Gasiorek performance measure S. Chaube supplementary cementitious separation Silesian University of P. Yi*, D. Xie T.R.D.D.C, India materials L. Beex, Technology, Poland Dalian university of S. Dadsetan1, K. Mehrzad2, J. University of technology, China Bai*3, S. Ataei2 1Ryerson University, Luxembourg, Canada, 2Iran University of Luxembourg Science and Technology, Iran, 3University of South Wales, UK 12:00-12:15 [O2.28] Charpy Impact Testing [O3.28] Proper orthogonal [O4.29] Approaches to [O5.28] Prediction of pile Machine in modelling of decomposition-based modelling flow forming bearing capacity of vehicle frontal crash with random function process replacement piles in un- street lights representation for non- B. Krishnamurthy*1, O. Bylya1, cemented soils based on W. Danek, M. Pawlak* stationary stochastic ground R. Vasin2 neural networks approach Silesian University of motion processes 1University of Strathclyde, A. Benali*1, A. Bouafia2, B. Technology, Poland Z.X. LIU*, Z.J. LIU UK, 2Lomonosov Moscow Boukhatem3, A. Nechnech4 China Three Gorges University, State University, UK 1University of Science and China Technology Algiers, Algeria, 2University of Khemis Miliana, Algeria, 3University of Blida, Algeria, 4University of Sherbrooke, Canada CST2018: Special session: ECT2018: Multiscale splitting Recent advances on methods: theory and vibration-based structural applications in engineering health monitoring of age-old problems masonry buildings Chairs: M. Girardi & G. Milani 12:15-12:30 [O3.56] Damage assessment [O2.29] Investigation of static [O4.30] Improving [O5.29] Non-destructive through nonlinear analyses and dynamic behaviour of mechanical properties of identification of the interlayer of five masonry churches hit joint interface in multi-scale billets made of titanium alloy bond between repair overlay by central Italy earthquake finite element models by means of torsion extrusion and concrete substrate using in 2016 W. Bingyan*, L. Hongjing, S. V. Titov*1, N. Zlochevska1, A. artificial intelligence F. Clementi, E. Giordano, A. Guangjun Lavrinenkov1, N. Biba2 S. Czarnecki*, L. Sadowski, J. Ferrante, V. Gazzani*, M. Nanjing Tech University, China 1Igor Sikorsky Kyiv Polytechnic Hola Poiani, S. Lenci Institute, Ukraine, 2MICAS Wroclaw University of Polytechnic University of Simulations Ltd, Ukraine Science and Technology, Marche, Italy Poland 12:30-12:45 [O3.57] The NSCD method [O4.31] Dynamic split-and- for dynamic analyses of merge based spatial ancient masonry churches clustering for efficient multi- damaged during the last scale modelling in metal central Italy earthquakes of forming 2016 M. Khairullah, J. Gawad, A. F. Clementi, A. Ferrante, E. Van Bael, D. Roose* Giordano, M. Poiani*, V. KU Leuven, Belgium Gazzani, S. Lenci Polytechnic University of Marche, Italy 12:45-13:45 Lunch | Noray Restaurant Room Garbi 1 Llevant 1 Llevant 2 Llevant 3 Llevant 4 Session M. Bradford & L.M.C. Simoes F.J. Montans & M. Sejnoha J. Bull & M. Saka Z.M. Zondi & A. Eriksson L. Fenu & P. Ivanyi Chairs 13:45-15:45 CST2018: Timber structures ECT2018: Material modelling: CST2018: Special session: CST2018: Special session: ECT2018: Structural Timber Structural computational Computational and nonlinear Engineering design tools engineering design dynamics 13:45-14:00 [O1.17] Computational [O2.30] Moisture induced [O3.29] Database-assisted [O4.1] Novel devices with [O5.31] Parametric vault modelling of glued-in-rod strains in wood - design of high-rise buildings negative stiffness elements design tools based on formex timber joints measurements and numerical for wind for seismic isolation of algebra M.A. Bradford*1, A. prediction S. Park, D. Yeo, E. Simiu* bridges on compliant base P. Sárközi*, P. Iványi, A. B. Széll Hassanieh1, H.R. Valipour1, R. M. Šejnoha*, J. Sýkora, L. National Institute of Standards P.G. Syrimi, E.J. University of Pécs, Hungary Jockwer2 Kucíková, Z. Pavlík, J. Pokorný, and Tachnology, USA Sapountzakis*, C.H.T. Alamir, 1UNSW Sydney, J. Antoš I.A. Antoniadis Australia, 2ETH Zurich, CTU in Prague, Czech National Technical University Switzerland Republic of Athens, Greece ECT2018 and CST2018: ECT2018: Optimization driven Bridge engineering architectural design of structures 14:00-14:15 [O1.18] Span influence in the [O2.31] Bayesian inference as [O3.30] The development of [O4.3] Kdamper concept in [O5.32] Cable load- optimum design of three- a tool for improving the computer programmes for the seismic isolation of building optimization in a hybrid dimensional cable stayed prediction of effective elastic eurocodes structures with soil structure bending-active structure bridges subject to properties of wood J.W. Bull interaction K. Alexandrou*, M.C. Phocas earthquakes using active T. Janda*, L. Kucíková, J. Northumbria University, UK K.A. Kapasakalis, E.J. University of Cyprus, Cyprus and passive dampers Vorel, J. Antoš, V. Hrbek, E. Sapountzakis*, I.A. Antoniadis F.L.S. Ferreira, L.M.C. Simões* Šmídová, M. Šejnoha National Technical University University of Coimbra, Czech Technical University in of Athens, Greece Portugal Prague, Czech Republic CST2018: Materials, CST2018: Buckling and post- composites and buckling of structures microstructures 14:15-14:30 [O1.19] Damage [O2.32] Homogenization- [O3.31] Optimum design of [O4.32] Buckling under tensile [O5.33] Curved pedestrian identification of deck type based multiscale evaluation tied-arch bridges under dead load, effects of the bridge supported by an arch bridges using vibration of equivalent mechanical AASHTO LRFD Code Provisions constraint’s curvature and optimised anticlastic grid- data and computational properties of nonwoven using some of recent multiple bifurcations shell simulations carbon-fiber fabric metaheuristic algorithms D. Misseroni*1, D. Bigoni1, G. L. Fenu*1, E. Congiu1, B. N. Jayasundara*, D.P. composites M. A.Latif*, M.P. Saka Noselli2 Briseghella2, G. Carlo Thambiratnam, T.H.T. Chan H.S. Lee*1, C.W. Choi1,2, J.W. University of Bahrain, Bahrain 1DICAM, University of Trento, Marano2 Queensland University of Jin3, M.Y. Huh1, S.P. Lee4, J.K. Italy, 2SISSA–International 1University of Cagliari, Technology, Australia Park1, K.W. Kang2 School for Advanced Studies, Italy, 2University of Fuzhou, 1Korea Institute of Carbon Italy Italy, 3Technical University of Convergence Technology, Bari, Italy Republic of Korea, 2Kunsan National University, Republic of Korea, 3Jeonbuk Institute of Automotive Convergence Technology, Republic of Korea, 4Iljin Global Co., Ltd, Republic of Korea Room Garbi 1 Llevant 1 Llevant 2 Llevant 3 Llevant 4 Session M. Bradford & L.M.C. Simoes F.J. Montans & M. Sejnoha J. Bull & M. Saka Z.M. Zondi & A. Eriksson L. Fenu & P. Ivanyi Chairs ECT2018 and CST2018: CST2018: Materials, CST2018: Special session: CST2018: Buckling and post- CST2018: Special session: Bridge engineering composites and Structural computational buckling of structures Optimization driven microstructures engineering design architectural design of structures 14:30-14:45 [O1.20] Hydrodynamic [O2.33] A study on equivalent [O3.32] Digital workflows for [O4.33] Nonlinear buckling [O5.34] Deep learning analysis of a long span mechanical properties and structural design optimization analysis of single-layer assisted topology cable-stayed bridges with electric conductivity and rapid conceptualization graphene sheets by the optimization floating towers prediction of intermediate E.P.G. Bruun*, S. Cerri, D. de molecular mechanics N.A. Kallioras*, G. Kazakis, S. Kim*1, M.S. Jang2, Y.W. material by weight change of Koning method N.D. Lagaros Lee2, S. Min1, D.H. Won2, Y.J. carbon nanotubes using Arup Canada Inc., Canada S.N. Korobeynikov*1,2, V.V. National Technical University Kang2 homogenization method Alyokhin1, A.V. Babichev3 of Athens, Greece 1Daejeon University, J.W. Jin*1, C.W. Choi2, H.S. 1Lavrentyev Institute of Republic of Korea, 2Korea Lee3, K.W. Kang2 Hydrodynamics, University, Republic of 1Jeonbuk Institute of Russia, 2Novosibirsk State Korea, 3Korea Institute of Automotive Convergence University, Russia, 3Sobolev Ocean Science and Technology, Republic of Institute of Geology and Technology, Republic of Korea, 2Kunsan National Mineralogy, Russia Korea University, Republic of Korea, 3Korea Institute of Carbon Convergence Technology, Republic of Korea 14:45-15:00 [O1.21] Probabilistic [O2.34] Stochastic multiscale [O3.33] A machine learning- [O4.34] Constrained stability [O5.35] Conceptual design modelling of spectrum stress modelling and analysis of based approach to the of structures by means of topology range for fatigue analysis of multi-phase composite preliminary design of high-rise A. Eriksson optimization a crane bridge materials using many random buildings KTH Royal Institute of S. Sotiropoulos*, G. Kazakis, N. P. Lehner1, M. Krejsa*1, V. parameters A. Rajbhandari1, N. Anwar*1, J. Technology, Sweden Lagaros Krivy1, P. Parenica1, J. N. Takano Castillo1, F. Najam2 National Technical University Brozovsky1, J. Kozak2 Keio University, Japan 1Asian Institute of Technology of Athens, Greece 1VSB-Technical University of (AIT), Thailand, 2National Ostrava, Czech University of Sciences and Republic, 2Vitkovice Technology (NUST), Pakistan Machinery Limited, Czech Republic CST2018: Railway ECT2018 and CST2018: Bio- technology mechanics 15:00-15:15 [O1.22] Analysis of [O2.35] A microstructure- [O3.34] Buckling assessment [O4.35] Data mining the [O5.36] A digital tool to bifurcation and chaos of based WYPiWYG constitutive of portal frames through effects of testing conditions design structurally feasible high-speed railway vehicle model for soft materials overall imperfection method and specimen properties on semi-circular masonry Y. Yan*, J. Zeng, L. Wei, C.H. J.M. Benitez, F.J. Montáns* G. László*, F. Papp, M.R. Majid brain biomechanical arches composed of Huang Universidad Politecnica de Széchenyi István University, properties under high strain interlocking blocks Southwest Jiaotong Madrid, Spain Hungary rate compression C. Casapulla*1, E. University, China F. Crawford1,2, O. Abuomar*3, Mousavian1 R. Prabhu1,2 1Department of Agricultural 1University of Naples and Biological Engineering, Federico II, Italy, 2Iran USA, 2Center for Advanced University of Science and Vehicular Systems, Technology, Iran USA, 3Coastal Carolina University, USA CST2018: Modelling and

Analysis of Beams 15:15-15:30 [O1.42] A general higher [O2.36] Shape and topology [O3.35] Structural [O4.36] Implementation of an [O5.37] A digital tool to order beam model optimization of inclusions in development for solar- external fixator in knee design structurally feasible R.F. "Vieira"*, F.B. "Virtuoso" periodic material powered HALE UAV arthrodesis - a numerical hemispherical masonry Instituto Superior Técnico - microstructures with control T.U. Kim*, S.J. Kim, J.W. Shin, evaluation domes composed of Universidade de Lisboa, over the micro-stress S.W. Lee L.R. Roseiro*1,2, M.A.N. Neto1, interlocking blocks Portugal distribution Korea Aerospace Research M.S. Samarra1, A.B.A. E. Mousavian*1, C. P.G. Coelho*1, D.B. Palma1, Institute, Republic of Korea Amaro1, A.G. Garruço3 Casapulla1 D.M. Negrão1, J.M. Guedes2, 1University of Coimbra, 1Iran University of Science H.C. Rodrigues2, J.B. Cardoso1 Portugal, 2Polytechnic and Technology, 1NOVA University of Lisbon, Institute of Coimbra, Iran, 2University of Naples Portugal, 2University of Lisbon, Portugal, 3Centro Hospitalar Federico II, Italy Portugal e Universitário de Coimbra, Portugal CST2018: Application of finite Fluid Structure Interaction element methods 15:30-15:45 [O1.43] Beam-column [O2.66] A non-local elasto- [O2.65] Effect of a central [O4.37] Application of SPH-FE [O5.38] Curved pedestrian analysis - Effects of residual plastic-damaged formulation square hole on stress- method for fluid-structure bridge supported by an stresses and geometric for frictional materials concentration in an open interaction using immersed optimised anticlastic grid- imperfections G. Mazzucco, G. Xotta*, B. cylindrical composite panel boundary method shell P. Melo*, R. Vieira, F. Virtuoso Pomaro, V.A. Salomoni, C. subjected to uniform axial F. Kalateh*, A. Koosheh L. Fenu*1, E. Congiu1, B. Technical University of Majorana tension loading University of Tabriz, Iran Briseghella2, G.C. Marano2,3 Lisbon, Portugal University of Padova, Italy G.A. Abu-Farsakh*, S.R. Al- 1University of Cagliari, Rousan Italy, 2University of Fuzhou, Jordan University of Science China, 3Technical University and Technology, Jordan of Bari, Italy 15:45-16:15 Refreshment Break | Hall Auditorium & Atrium Room Garbi 1 Llevant 1 Llevant 2 Llevant 3 Llevant 4 Session V.Dias da Silva E. Rohan & F.J. Montans P. Ivanyi & T. Fukui B. Izzuddin & M. Girardi M. Zawidzki & G. Pavone Chairs 16:00-18:15 CST2018: Modelling and CST2018: Materials, ECT2018 and CST2018: ECT2018: Finite element ECT2018: Engineering simulation for engineering composites and Computational fluid dynamics techniques modelling, design and design microstructures optimisation 16:15-16:30 [O1.23] Kinematic simulation [O2.37] Development of [O3.36] Bubble Population [O4.38] Parametric study on [O5.39] Comparison of of angulated scissor hybrid model based on Balance Modelling for the vibration characteristics different multi-objective structures Lattice Boltzmann Method and stationary and rotating of bias ply autorikshaw tyres evolutionary algorithms H. Zieneldin*1, E. Elkordi1, M. Cellular Automata devoted for columns in zero gravity S. Patil*, L. Biddappa, S. applied to benchmark Elkatt1, N. Elshabasy2 phase transformation - Y. Alhendal*, A. Turan Nagesh problems 1Alexandria University, simulation of transformation Public Authority for Applied PES University, India C. Lucia De Pascalis*, T. Egypt, 2Consolidated controlled by diffusion Contractor Company, Ł. Łach*, D. Svyetlichnyy, J. Education and Training, Donateo, A. Ficarella Qatar Nowak Kuwait University of Salento, Italy AGH University of Science and Technology, Poland 16:30-16:45 [O1.24] Analysis of tensile [O2.38] Homogenization of [O3.37] Piston effect analysis [O4.39] Laser scanning- [O5.40] Parametric analysis of force on mooring lines for a large deforming porous for the metro ventilation based 3D modeling for the self-stress for innovative submerged floating tunnel materials with contact in the O.A. Lanchava*1,2, G.C. structural analysis of the spire V-Expander tensegrity cells (SFT) microstructure Nozadze1 of the Senlis cathedral A. Fraddosio, G. Pavone*, M. G.J. Kim*, H.G. Kwak E. Rohan*, V. Lukeš, J. Heczko, 1LEPL G. Tsulukidze Mining R. Rolin*, E. Antaluca, J-L. Daniele Piccioni Korea Advanced Institute of R. Cimrman Institute, Georgia, 2Georgian Antaluca, F. Lamarque Politecnico di Bari, Italy Science and Technology, University of West Bohemia, Technical University, Georgia University of Technology of Republic of Korea Czech Republic Compiègne, France 16:45-17:00 [O1.25] On the performance [O2.39] A computational [O3.38] Numerical study on [O4.40] Numerical modeling [O5.41] The ideal house - of light aircraft landing gears algorithm for cyclic plasticity the inertial effects of particles approach for the assessment multicriterial optimization of a rolling on different types of at large strains on the rheology of a of elastic properties of bi- single family house runway M. Zhang, F.J. Montáns* suspension layer thin films measured by M. Zawidzki*, J. Szklarski N. Arif*, I. Rosu, F. Lebon, H.L. Universidad Politécnica de T. Fukui*, M. Kawaguchi, K. bulge test Polish Academy of Sciences, Elias-Birembeaux Madrid, Spain Morinishi H. A. Tinoco*1, J. Holzer1, T. Poland Aix-Marseille University, Kyoto Institute of Technology, Pikálek1, T. Fort1, J. Sobota1, Z. France Japan Buchta1 1Brno University of Technology, Czech Republic, 2Czech Academy of Sciences, Czech Republic, 3Universidad Autónoma de Manizales, Colombia Room Garbi 1 Llevant 1 Llevant 2 Llevant 3 Llevant 4 Session V.Dias da Silva E. Rohan & F.J. Montans P. Ivanyi & T. Fukui B. Izzuddin & M. Girardi M. Zawidzki & G. Pavone Chairs ECT2018 and CST2018: Shell and plate structures: Analysis and design 17:00-17:15 [O1.26] Dynamic and post- [O2.40] On macro-, multi-, [O3.39] Numerical simulation [O4.41] Motion analysis of [O5.42] Form-finding buckling analysis of and micro-scale material for non conservative thin shell structure with large structural optimization for structures like-shell using a responses hyperbolic system. displacement and rotation architectural design quadrilateral shell element M. Grigoriu application to transient two- by the VFIFE method I.N. Tsiptsis*, J. Niiranen, T. with in-plane rotational Cornell University, USA phase flow with cavitation C-Y. Wang*, S-H. Chen, C.C. Kotnik degree of freedom and a phenomenon Lin Aalto University, Finland conservative implicit time A. Qadi El Idrissi*1, B. National Central University, integration scheme Achchab1, A. Agouzal2 Taiwan D. Boutagouga*1, S. 1Université Hassan 1er, Mamouri2 Morocco, 2CNRS - Institut 1University of Tebessa, Camille Jordan, France Algeria, 2Université se Tahri Mohamed -Bechar, Algeria ECT2018: Numerical Techniques for Engineering 17:15-17:30 [O1.27] Application of spring [O2.41] Determination of the [O3.40] A Mathematical [O4.42] Piecewise Analytic [O5.43] Shape synthesis lattice models to the hardness of a steel SAE 4140 model for a laminar spiral flow Method (PAM) is a new step based on integral and multi- analysis of shells – a study in using the finite element to approximate fire whirl in the evolution of solving patch NURBS surfaces elasticity, plasticity and method E. Morishita*, I. Kumagai, K. nonlinear differential M. Ćurković*, D. Vučina damage R. Sánchez1, M. Martínez2, R. Onodera, R. Kubota, Y. equations University of Split, Croatia I. Doltsinis1, M. Reck1, V. Dias Güiza*2, R. Jaimes2 Moriyama, T. Yamazaki T. A. Abassy da Silva*2 1Universidad de Carabobo, Meisei University, Japan Prince Sattam Bin Abdulaziz 1University of Stuttgart, Venezuela, 2Universidad university, Saudi Arabia Germany, 2University of Industrial de Santander, Coimbra, Portugal Colombia 17:30-17:45 [O1.28] A meta-element [O2.42] The analytical solution [O3.41] Nonlinear buckling [O4.43] Equivalent local [O5.44] Modelling and approach to linear buckling for wave equation in the dynamical analysis of flexibility for neutral surface simulation of multi-robot analysis for thin cylindrical piezoelectric porous material stiffened panels Composite mirror symmetry structure system and control methods shells with charge density in fluid Materials for structures R. Li*, J. Xuan, T. Shi, S. He developments A. Boyez*, A.J. Sadowski, Y.J. Yoon O. Mouhat*, A. Khamlichi Huazhong University of M.R. Hayajneh*, S. BaniHani, B.A. Izzuddin Hanyang University, Republic Mohammed V University, Science and Technology, K. Al-Widyan, S. Mutawe Imperial College London, UK of Korea Morocco China The Hashemite University, Jordan CST2018: Improved understanding of wind- structure interactions in flexible structures 17:45-18:00 [O1.29] Nodal resolution of [O2.43] Transition between [O3.42] Insights into [O4.44] A two-phase [O5.45] Modelling and discontinuity in shell models plane stress - plain strain suppression of wind-induced numerical investigation of performance study of of folded plates conditions and the effect of vibrations on overhead falling film absorption inside electrically-coupled Q. Fang*, B.A. Izzuddin plate thickness in extra deep transmission power lines a vertical channel microbeams subject to shock Imperial College London, UK drawn V-notch steel sheets M.A.E. Kaunda1, Z.M. Zondi*2 R. Abbasi Havestini*, S.J. load for MEMS applications A. Kamath*, D.M. Kulkarni 1Cape Peninsula University of Ormiston M. Ghommem*1, M. Ahmed1, Birla Institute of Technology Technology, South University of Manitoba, A. Abdelkefi2 and Science, Pilani, India Africa, 2Mangosuthu University Canada 1American University of of Technology, South Africa Sharjah, United Arab Emirates, 2New Mexico State University, USA 18:00-18:15 [O2.44] Simulation of [O4.45] The operation of [O5.46] Influence of driving reinforced concrete sections convolution: An algorithm pattern factors on energy with different confining using differential quadrature efficiency of plug-in hybrid materials by means of a method and its application to electric vehicles plastic-damage model with dynamic analysis K. Sim*, C. Park, S.H. Hwang variable dilatancy H. Li*, Y. Mei, Y. Ren Sungkyunkwan University, M. Poliotti*, J.M. Bairán Nanjing Tech University, Republic of Korea Technical University of China Catalonia, Spain 19:00-22:00 Conference Dinner - Can Laury Restaurant All ticket holders to meet in the Hotel Lobby at 18:45 for a swift 18:50 departure by foot

Thursday 06 September 2018 Room Garbi 1 Llevant 1 Llevant 2 Llevant 3 Llevant 4 Session J. Brozovsky & R.A. Hawileh J. Naprstek & J.R. Banerjee N.L. Rizzi & G. Salerno F. Rackwitz, Y. Petryna & A. P Chassiakos & Chairs J. Bencat M. Matheou 09:00-10:45 CST2018: Reinforced ECT2018: Composite structures Analysis, Modelling and CST2018: Special session: ECT2018: Building and concrete structures: Analysis design for manufacturing Modelling, assessment and construction engineering and design monitoring of dam structures including soil-structure interaction 09:00-09:15 [O1.31] The improvements of [O2.45] Computational [O3.43] Numerical study of [O4.46] Structural health [O5.47] Evolutionary the Korozeeneck corrosion challenges of electro- the internal flow monitoring of the Kurpsai dam algorithm performance initiation model mechanical composite characteristics in a free- in the Kyrgyz Republic evaluation in project time- P. Konecny1, P. Lehner1, J. structures piston stirling engine Y. Petryna*1, F. Rackwitz1, M. cost optimization Brozovsky*1, P. Gosh2 B. Rammohan*, A. George L. Solomon*, S. Qui Pilz2, J. Alberding3, O. Lang4, S. A.P. Chassiakos*, G. Rempis 1VSB - Technical University PES University, India West Virginia University, USA Orunbaev5 University of Patras, Greece Ostrava, Czech 1Technische Universität Berlin, Republic, 2California State Germany, 2German Research University Fullerton, USA Center for Geosciences, Germany, 3Alberding GmbH, Germany, 4Airbus Defence and Space GmbH, Germany, 5Central Asian Institute for Applied Geosciences, Kyrgyzstan CST2018: Multi-body methods 09:15-09:30 [O1.32] Modeling [O2.46] Dynamic model of a [O3.44] Optimized [O4.47] Finite element model [O5.48] Risk evaluation of influencing factors during washing machine during the manufacture to improve validation and update for the renovating buildings chloride penetration in transient period operating characteristics of Kurpsai dam R. Gupta*, M.S. Deshmukh concrete R. Latre Abadia*2, J. Lladó gears Y. Petryna, W. Elsesser*, P. Birla Institute of Technology P. Travnicek*, J. Kruis, J. Paris1, B. Sánchez Tabuenca1, V. Dr. Simon Kähler and Science, India Nemecek C.A. Albero Posac1 Budapest University of Technische Universität Berlin, Czech technical university in 1University of Zaragoza, Technology and Economics, Germany Prague, Czech Republic Spain, 2BSH Electrodomésticos Hungary España S.A., Spain CST2018: Analytical and numerical dynamics 09:30-09:45 [O1.33] Structural behaviour [O2.47] The differential [O3.45] Time series [O4.48] Seismic soil-structure [O5.50] Project management of insulated nano-concrete transformation finite element forecasting using an ARIMA interaction analysis of company selection model for formwork composite slabs method in forced vibration model in machining process concrete gravity dam construction companies using finite element analysis analysis of beams with A. Jimenez Cortadi*1, I. considering stochastic S.M. El-Sayegh*, Y. Nattat A. Binsanad*1, E. nonlinear damping Irigoien2, F. Boto1, B. Sierra2, variation of material University of Sharjah, United Aghababa2, M.P. Saka1 R. Holubowski G. Rodriguez1 parameters Arab Emirates 1University of Bahrain, Wroclaw University of Science 1Tecnalia, Spain, 2UPV/EHU, I-K. Fontara*, W. Elsesser, Y. Bahrain, 2Ministry of and Technology, Poland Spain Petryna, F. Rackwitz Municipality, Research and TU Berlin, Germany Development Section,, Bahrain CST2018: Geotechnics, foundation engineering and soil-structure interaction 09:45-10:00 [O1.34] Finite element [O2.48] Super and [O3.46] Operational modal [O4.49] Dynamic analysis of [O5.51] Adoption of a modeling of strengthened subharmonic synchronization analysis of front load washing turbo-generator foundation Semantic Web-based RC beams with side-bonded in generalized van der Pol machine structure approach for capturing CFRP laminates oscillator H. Patil*, D. Shah, A.A. Rao, B. J. Bencat*1, M. Tomko2, M. parametric building models R.A. Hawileh*, H. Musto, J.A. J. Naprstek*, C. Fischer Rammohan, S.S. Patil Lukac1 F. Sadeghineko*, B. Kumar, Abdalla Institute of Theoretical and PES UNIVERSITY, India 1University of Zilina, W. Chan American University of Applied Mechanics, Czech Slovakia, 2Technical University Glasgow Caledonian Sharjah, United Arab Republic Kosice, Slovakia University, UK Emirates 10:00-10:15 [O1.35] Inelastic response of [O2.49] Dynamic model of [O3.47] Proposition of a [O4.50] Numerical modelling [O5.52] Analysis and 3D reinforced concrete ultrasonic impact system with customized design process of of radiating boundary development of an adaptive infilled frames subjected to a gap between two coaxial a hybrid prototyping conditions combined with façade system integrated on earthquake longitudinal waveguides machine modified absorbing boundary a multi-storey office building H. Singh*1, D.K. Paul1 M.M. Ganiev*, I.K. Vagapov, J. El Mesbahi*1, R. Ahmed1, A. condition for viscoelastic A. Couvelas*1, M. Matheou1, 1Guru Nanak Dev I.M. Ganiev El Mesbahi1, J. Kojmane2 wave propagation M.C. Phocas1 Engineering College, Kazan Federal University, 1Faculty of Sciences and R. Badry*1,2, P. Ramancharla1 1University of Cyprus, India, 2IIT Roorkee, India Russia Techniques of Tangier, 1Arup India Pvt Ltd., India, 2IIIT Greece, 2Couvelas Morocco, 2Faculty of Hyderabad, India Architects, Greece Sciences and Techniques of Fes, Morocco 10:15-10:30 [O1.36] Nonlinear sectional [O2.50] Dynamic [O3.48] A computational [O4.51] Numerical 3D analysis of reinforced characteristics of structures innovation transition-based modeling of bridge multi pile concrete beams and shells equipped with inerters and recovery policy for flexible foundation in the subjected to pure torsion viscoelastic dampers manufacturing systems geotechnical design practice A. Kuan*1, E.P.G. Bruun1,2, Z. Pawlak*, R. Lewandowski Y-L. Pan*1,2, C-Y. Tseng1 J. Szép*, M. Movahedi Rad E.C. Bentz1, M.P. Collins1 Poznan University of 1Air Force Academy, Széchenyi István István 1University of Toronto, Technology, Poland China, 2University of Science University Győr, Hungary Canada, 2Arup Canada, and Technology, China Canada 10:30-10:45 [O1.37] Finite element [O2.51] Analytical beam [O3.66] Experimental modelling of large model for the dynamic validation of a bipedal reinforced concrete analysis of bridge girders walking model structures using the novel J. Serra*, R. Vieira, F. Virtuoso D. Vega*, C. Magluta, N. hybrid panel truss element Instituto Superior Tecnico, Roitman M.E. Nuh*1, E.P.G. Bruun2 Portugal Federal University of Rio de 1University of Toronto, Janeiro (UFRJ), Brazil Canada, 2Arup Canada Inc., Canada 10:45-11:15 Refreshment Break | Hall Auditorium & Atrium Room Garbi 1 Llevant 1 Llevant 2 Llevant 3 Llevant 4 Session N.L. Rizzi & G. Salerno J. Naprstek & D. Kennedy R.A. Hawileh M. Pawlak & J. Szep S.M. Hashemi, M. Bruggi & Chair E. Barkanov 11:15-13:00 CST2018: Special session: CST2018: Special session: CST2018: Special session: ECT2018: Geomechanics, ECT2018: Finite element Continuum and discrete Vibration based damage Structural analysis of steel geomaterials and techniques modelling of nanomaterials: detection in structures using and steel-concrete geoinformation Theory and applications the dynamic stiffness method composite structures and other approaches 11:15-11:30 [O1.38] The non linear [O2.52] Natural frequency [O3.49] A simplified finite [O4.52] Study of geofoam- [O5.53] Multi-physical finite mechanical behaviour of modelling to identify material element model of steel- filled trench to mitigate element analysis of single layer graphene properties of crush damaged concrete composites with ground vibration using microwave assisted sheets from atomistic corrugated fibreboard partial interactions computational simulation pultrusion processes simulation to continuum C.S.L. Kueh*1, M.A. Jamsari1, K. W.H. Lee*, H-G. Kwak P. Jayawardana*, D. E. Barkanov*1, P. Akishin1, R. models Dahm2, S. Ilanko3, J.E. Korea Advanced Institute of Thambiratnam, T. Chan, N. Emmerich2, M. Graf2 A. Genoese*, A. Genoese, Bronlund1 Science and Technology, Perera 1Riga Technical University, N.L. Rizzi, G. Salerno 1Massey University, New Republic of Korea Queensland University of Latvia, 2Fraunhofer Institute Department of Architecture, Zealand, 2Callaghan Technology, Australia for Chemical Technology ICT, University Roma Tre, Italy Innovation, New Zealand, 3The Germany University of Waikato, New Zealand 11:30-11:45 [O1.39] Influence of [O2.53] Spectral dynamic [O3.50] Structural [O4.53] Numerical simulation [O5.54] Comparative study of temperature on mechanical stiffness formulation for the performance of Reinforced of liquefiable soil-structure local defect correction properties of hexagonal cross-sectional vibration of Concrete buildings with interaction system in a method and h-adaptive lattice nanosheets: Finite composite solids with cracks enhanced steel reinforcing shaking table test based on a methods element prediction and mass attachments bars loos-coupled effective stress D. Koliesnikova*1,2, I. A. Tsiamaki*, N. Anifantis X. Liu*1,2, C. Xie1,2, J.R. S. Caprili*1, W. Salvatore1, F. approach Ramière1, F. Lebon1 University of Patras, Greece Banerjee3 Mattei2, R. Gigliotti2 D.F. Zhao*, G.X. Chen, S.D. 1CEA, France, 2LMA, France 1Key Laboratory of Traffic 1University of Pisa, Zhu, R.R. Sun Safety on Track (Central South Italy, 2Sapienza University of Nanjing Tech University, China University), China, 2Central Rome, Italy South University, China, 3University of London, UK 11:45-12:00 [O1.40] Buckling of single- [O2.54] Modelling and [O3.52] Analysis of the [O4.54] Numerical analysis for [O5.55] Analysis of no-tension wall carbon nanotubes from vibration based detection of behaviour of an innovative the wave-induced bodies through the API of a molecular mechanics to cracks in plate structures removable joint using clamps liquefaction of seabed around conventional FEM software continuum models Y. Luo, D. Kennedy*, C.A. in connections of structural an immersed tunnel package A. Genoese, A. Genoese*, Featherston, A. Labib steel square tubes W. Chen*1, D. Jeng1 D. Briccola, M. Bruggi* N.L. Rizzi, G. Salerno Cardiff University, UK M. Cabaleiro*, J.C. 1Nanjing Tech University, Politecnico di Milano, Italy Department of Architecture, Caamaño, B. Riveiro, B. China, 2Griffith University Gold University of Roma Tre, Italy Conde Coast Campus, Australia University of Vigo, Spain 12:00-12:15 [O1.41] Interval analysis on [O2.55] A parametric [O3.53] Finite element model [O4.55] The wheel-surface [O5.56] Static and modal free vibration of functionally investigation into the free development of composite model for all terrain vehicle analysis of non-pneumatic graded polymer composites vibration characteristics of a steel beams pre-damaged in dynamics simulation tyres plates reinforced with cracked beam by applying flexure T. Czapla, M. Pawlak* P. Kranthi, P. Babu Rao, P. graphene platelets the dynamic stiffness method R.A. Hawileh*1, E. Karam1, J.A. Silesian University of Sharanabasappa S* Y. Huang*1, J. Yang2, A. Sofi3 J.R. Banerjee*, A. Ajandan Abdalla1, T. El Maaddawy2 Technology, Poland PES University, India 1Guangzhou University, City, University of London, UK 1American University of China, 2RMIT University, Sharjah, United Arab Austria, 3University Emirates, 2United Arab ‘‘Mediterranea’’ of Reggio Emirates University, United Calabria, Italy Arab Emirates 12:15-12:30 [O3.55] Enhanced Dual- [O4.56] Development [O5.57] Numerical model of Phase steel reinforcing bars geoinformation system for point thermal bridges for RC buildings designing supports for M. Gaši*, B. Milovanović, M. S. Caprili*1, W. Salvatore1, R. underground workings Bagarić Valentini1, C. Ascanio2, G. N.B. Bakhtybayev*, S.P. University of Zagreb, Croatia Luvara2 Olenyuk, A.S. Bakhtybayeva, 1University of Pisa, D.K. Takhanov Italy, 2Ferriere Nord S.p.A, Karaganda state Technical Italy University, Kazakhstan 12:30-12:45 [O5.58] A symbolic dynamic finite element formulation for multilayered thin Rectangular plates S. Jayasinghe, S. M. Hashemi* Ryerson University, Canada 12:45-14:00 Lunch | Noray Restaurant Room Llevant 1 Llevant 2 Llevant 3 Llevant 4 D. Giagopoulos & G.A. Abu-Farsakh G. Milani & L.M.C. Simoes M. Girardi & G. Milani J. Heinonen 14:00-16:30 CST2018: Developments in finite CST2018: Special session: Seismic CST2018: Special session: Recent ECT2018: Engineering modelling and element methods assessment of new structures and advances on vibration-based simulation vulnerability reduction of existing structural health monitoring of age- buildings: Advanced numerical old masonry buildings modelling 14:00-14:15 [O2.56] Finite element model [O3.58] Effective numerical [O4.57] Investigations on the dynamic [O5.59] Comparative simulations of updating of large scale nonlinear strategies for the seismic behaviour of the Clock Tower in rail and road infrastructure with the systems vulnerability mitigation of masonry Lucca transportation of liquid cargoes D. Giagopoulos*, A. Arailopoulos towers R.M. Azzara1, M. Girardi*2, C. J.A. Romero*1, F. Otremba2, A.A. University of Western Macedonia, G. Milani1, J.M. Adam2, F. Clementi3, Padovani2, D. Pellegrini2 Lozano-Guzmán3 Greece M. Valente1, R. Shehu*1 1Istituto Nazionale di Geofisica e 1Queretaro Autonomous University, 1Politecnico Di Milano, Vulcanologia (INGV) - Seismological Mexico, 2Federal Institute of Italy, 2Universitat Politècnica de Observatory of Arezzo, Italy, 2Institute Materials Research and Testing València, Spain, 3Polytechnic of Information Science and (BAM), Germany, 3Applied Science University of Marche, Italy Technologies “A. Faedo” (ISTI-CNR), and Advanced Technology Italy (CICATA-Qro), Mexico 14:15-14:30 [O2.57] Performance of the enriched [O3.59] Study of the dynamic [O4.58] Bayesian updating of model [O5.60] Model-based determination 8-node 3D solid finite element free behaviour of medium-rise modular parameters of the Maddalena bridge of grinding tool wear in double face from the linear dependence problem structures using dynamic in Borgo a Mozzano (Italy) grinding processes with planetary S. Kim*, P.S. Lee computational simulation A. De Falco1, M. Girardi2, D. kinematics Korea Advanced Institute of Science S.V. Sendanayake*, D.P. Pellegrini2, G. Sevieri*1 E. Uhlmann, M. List* and Technology, Republic of Korea Thambiratnam, N. Perera, T. Chan 1University of Pisa, Italy, 2ISTI-CNR, Italy Technische Universitaet Berlin, Queensland University of Germany Technology, Australia 14:30-14:45 [O2.58] Surface coupling along a line [O3.60] Seismic assessment of a [O4.59] Finite element models for the [O5.61] Attribute management with non-matched meshes masonry church using rigid block Guglie bridge in Venice based on system for digital mock-up A.N. Nordas*, B.A. Izzuddin, L. limit analysis and continuos finite non-destructive testing: sensitivity to O. Rachidiou*, O. Hamri Macorini element modelling design shape Université de Bejaia, Algeria Imperial College London, UK F. Portioli*1, R. Gagliardo1, L. Cascini2, A. Manzato*, S. Trevisani, A. Cecchi R. Landolfo3, M. Malena3, G. Università I.U.A.V. di Venezia, Italy Tomaselli3, G. de Felice1 1University of Naples Federico II, Italy, 2University of Genoa, Italy, 3University of Roma Tre, Italy CST2018: Seismic engineering and CST2018: Computational modelling of control masonry structures 14:45-15:00 [O2.59] Comparative analysis of the [O3.61] Optimization of concrete [O4.60] Numerical simulations of full [O5.63] Simulation of three- nonlinear mixed finite element cable-stayed bridges under seismic scale FRCM reinforced masonry dimensional nonlinear sloshing in formulations for the in-plane curved action panels out-of-plane loaded via a tanks using the Peridynamic beams A.M.B. Martins, L.M.C. Simões*, simplified two-step homogenization differential operator mesh-free A.N. Doğruoğlu, S. Kömürcü* J.H.J.O. Negrão model method Istanbul Technical University, Turkey University of Coimbra, Portugal E. Bertolesi1, G. Milani*2, B. Ghiassi3 S. Bazazzadeh*1,2, A. shojaei1,2, M. 1ICITECH, Spain, 2Politecnico di Zaccariotto1,2, U. Galvanetto1,2 Milano, Italy, 3Delft University, The 1University of Padova, Italy, 2Center Netherlands of Studies and Activities for Space, Italy 15:00-15:15 [O2.60] Direct dynamic infinite [O3.62] Optimal length scale in [O4.61] Multi-scale modelling of [O5.64] Study on connections in RBM element in time domain dimensional analysis for seismic masonry influenced by temperature with information gain Y. Bakhtaoui*1,2, A. Chelghoum2 responses of bilinear SDOF systems and moisture changes on PC clusters M. Wang*, C. Xiao, Y. Zhang, Z. Ning 1National Center of Studies And G.Q. Guo*, D.X. Yang T. Krejčí*, J. Kruis, M. Šejnoha Beijing University of Technology, Integrated Research On Building, Dalian University of Technology, Czech Technical University in Prague, China Algeria, 2University of Science and China Czech Republic Technology H. Boumediene, Algeria 15:15-15:30 [O2.61] Numerical prediction of blast- [O3.63] Comparison of methods for [O4.62] Historical masonry influenced [O5.65] Post-processing routine for induced ground vibrations - assessing the influence of mining by weathering and non-uniform fire-spotting modelling in fire front numerical modelling of the source shocks on masonry residential settlement propagation L. Ducarne*, D. Ainalis, O. Kaufmann, buildings using finite element E. Susanti, P. Kuklík, M. šejnoha* V.N. Egorova*1, A. Trucchia1,2, G. J-P. Tshibangu, O. Verlinden, G. method CTU in Prague, Czech Republic Pagnini1,3 Kouroussis F. Pachla*, T. Tatara 1BCAM – Basque Center for Applied Université de Mons, Belgium Cracow University of Technology, Mathemetics, Spain, 2University of Poland the Basque Country UPV/EHU, Spain, 3Ikerbasque – Basque Foundation for Science, Spain CST2018: Application of finite element methods 15:30-15:45 [O2.62] Three-dimensional finite [O3.64] Configuration of Multi Tuned [O4.63] Simulating shear-compression [O5.66] Visualization of 3D explosion element analysis of O-ring metal Mass Dampers (MTMDs) for behaviour of historical masonry and impact problems seals considering different seal asymmetric buildings subject to panels: sensitivity of numerical K. Zheng*, H.Y. Liu, H.L. Ren diameters earthquakes models to input parameters Beijing Institute of Technology, China L. Qiao*, C. Keller, U. Zencker, H. Y. Arfiadi A. Gregori*, M. Angiolilli Völzke Universitas Atma Jaya Yogyakarta, University of l'Aquila, Italy Bundesanstalt für Materialforschung Indonesia und -prüfung, Germany 15:45-16:00 [O2.63] Model – Based diagnosis of [O3.65] Seismic response control [O5.67] Modelling structural metallurgical ladle refractory lining with multiobjective optimization performance of offshore wind I. Petrova*, E. Mihailov using genetic algorithm turbine support structures in ice- University of Chemical Technology R.S. Desai*, S.N. Tande infested waters by using design load and Metallurgy (UCTM) – Sofia, Walchand College of Engineering, portal Bulgaria Sangli, India J. Heinonen*, P. Klinge, K. Kolari, J. Kurkela VTT Technical Research Centre of Finland Ltd, Finland 16:00-16:15 [O2.64] Research on the thermal [O5.68] Numerical study of frost shock of ice-melting to two kinds of growth using different conductivity asphalt pavement by using ABAQUS and diffusivity correlations under a finite element software fixed-grid approach J. Zhou*, T. Yang, J. Li, G.Q. Liu E. Bartrons*, P. Galione, C. Oliet, C.D. Southeast University, China Perez-Segarra Universitt Politecnica de Catalunya, Spain