Assignment 5 Building Structure List L1 Intro Sports Palace
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Special Issue – Territorial Information No. 1 What Goes on in Turkey
IMIA NEWS Special Issue – Territorial Information No. 1 Dec 2013 What goes on in Turkey Construction of the Gebze Izmir Motorway & Gebze Bay Crossing see more on page 4 More info p.2 The Turkish Insurance Market is growing by 24.8% as at end of September 2013. The Engineering Lines overall are growing by 37.7% when compared to the same period of time. When we look at the September results of the insurance companies in Turkey, Machinery Breakdown Insurances have grown by 24%, Electronic Equipment Insurance has grown by 21.2% and the Erection All Risks, together with Construction All Risks Insurances have grown by almost 60%. The major effect in this growth is one specific Project covering the highway construction from Istanbul to Izmir and the bridge to be built in the Izmit Bay. There are many other Engineering projects in the pipeline to come. Here are some examples: 1 THE THIRD BOSPHORUS BRIDGE Bridge of Firsts The 3rd Bridge, which is going to be built on the Bosphorus, Istanbul within the Northern Marmara Motorway Project executed by IC Ictas – Astaldi Consortium, is considered the future of transportation and commerce. The 3rd bridge, which is going to be built on the Bosphorus, Istanbul after the Bogazici Bridge, which started operating in 1972, and the Fatih Sultan Mehmet Bridge, which was completed in 1988, is regarded as the bridge of firsts. 8 lanes of motorway and 2 lanes of railway will be located at the same level on the 3rd Bosphorus Bridge, which will be a product of professional engineering and advanced technology built by a team, most of whom are Turkish engineers. -
1960 National Gold Medal Exhibition of the Building Arts
EtSm „ NA 2340 A7 Digitized by the Internet Archive in 2012 with funding from LYRASIS Members and Sloan Foundation http://archive.org/details/nationalgoldOOarch The Architectural League of Yew York 1960 National Gold Medal Exhibition of the Building Arts ichievement in the Building Arts : sponsored by: The Architectural League of New York in collaboration with: The American Craftsmen's Council held at: The Museum of Contemporary Crafts 29 West 53rd Street, New York 19, N.Y. February 25 through May 15, i960 circulated by The American Federation of Arts September i960 through September 1962 © iy6o by The Architectural League of New York. Printed by Clarke & Way, Inc., in New York. The Architectural League of New York, a national organization, was founded in 1881 "to quicken and encourage the development of the art of architecture, the arts and crafts, and to unite in fellowship the practitioners of these arts and crafts, to the end that ever-improving leadership may be developed for the nation's service." Since then it has held sixtv notable National Gold Medal Exhibitions that have symbolized achievement in the building arts. The creative work of designers throughout the country has been shown and the high qual- ity of their work, together with the unique character of The League's membership, composed of architects, engineers, muralists, sculptors, landscape architects, interior designers, craftsmen and other practi- tioners of the building arts, have made these exhibitions events of outstanding importance. The League is privileged to collaborate on The i960 National Gold Medal Exhibition of The Building Arts with The American Crafts- men's Council, the only non-profit national organization working for the benefit of the handcrafts through exhibitions, conferences, pro- duction and marketing, education and research, publications and information services. -
Millau Viaduct, France
Recent Structures Worldwide: An Introduction Both our regular readers, the IABSE members, as well as it may be. IABSE is the prime professional organization for new readers who may be getting this special issue of “Struc- structural engineers truly committed to the exchange of tural Engineering International” at the Structures Congress knowledge and to the advancement of the practice of struc- 2005 in New York City, will be delighted to go through this tural engineering worldwide, as reflected in this and in every Recent Structures series, aimed at showcasing a wide range of SEI issue, and, if you are not a member yet, I invite you to structures recently completed. They all share common fea- join! tures: they were challenging to design and to build, uncon- This carefully selected group of recent structures, many of ventional in their own way, and innovative. They were built which will be presented by their designers at Structures Con- all over the world, and in many cases by a truly global part- gress 2005, is certain to stimulate our creativity. I invite you to nership of designers, detailers, fabricators and constructors. read the articles, and to attend the Congress. While in New As structural engineers in a world where country borders are York, hometown to some of the best and internationally rec- increasingly just a line on a map, we strive to feed on the ex- ognized structural engineering firms, don’t forget to visit the perience of other engineers, geographically or by specialty local outstanding structures, both new and old. both near and far from us. -
Vincent De Ville De Goyet Chairman of the Board of Directors of GREISCH
Vincent de Ville de Goyet Chairman of the Board of Directors of GREISCH COORDINATION ET CO-OPERATIVE, of BUREAU D’ETUDES GREISCH PLC and of GREISCH INGÉNIERIE PLC Administrator of BUREAU GREISCH LUXEMBOURG PLC Director for the entire group GREISCH 1956 Born at Huy Belgian nationality Domiciled in Huy Studied construction civil engineering at Liège university Final dissertation entitled "Contribution à l'étude de la resistance ultime dans le plan des poutres en treillis à nœuds rigides" (Contribution to the study of the ultimate strength in the plane of lattice beams with rigid intersections) 1979 Graduated Magna Cum Laude as construction civil engineer Doctorate thesis: "L'analyse statique non linéaire par la méthode des éléments finis des structures spatiales formées de poutres à section non symétrique". (Non-linear static analysis, using the finite element method, of spatial structures formed from beams of non-symmetrical section.) 1988 Graduated Summa Cum Laude as Doctor of Applied Science from Liège university Languages - french: native language, - english: written and spoken knowledge. Additional training - Liège university (Belgium): "Theory of vibrations", Prof. Géradin, - Brussels university (Belgium): "Special civil engineering problems", Mr. Sphel, senior lecturer, - Institute for Computational Engineering (France): "Non-linear Finite Element Analysis", Profs. Th. Hughes and T. Belytschko, - "École Nationale des Ponts et Chaussées" (France): "Designing buildings, bridges and other civil engineering works in an earthquake zone". -
Per Molti Secoli L'uomo Potè Attuare La Trasmissione Di Informazioni A
UNIVERSITÀ DEGLI STUDI DI NAPOLI “FEDERICO II” POLI DELLE SCIENZE E DELLE TECNOLOGIE FACOLTÀ DI ARCHITETTURA DIPARTIMENTO DI CONFIGURAZIONE ED ATTUAZIONE DELL’ARCHITETTURA Dottorato in Tecnologia e Rappresentazione dell’Architettura e dell’Ambiente XVIII Ciclo Indirizzo: Rilievo e Rappresentazione dell’Architettura e dell’Ambiente - Settore Scientifico Disciplinare: ICAR/17- Tesi di Dottorato di Ricerca COMUNICAZIONE, TRASMISSIONE E SEGNI. LE TORRI EMITTENTI E RICEVENTI. Dottorando Docente Tutor Angelo Vallefuoco Prof. Arch. Mariella dell’Aquila Coordinatore d’indirizzo Coordinatore Prof. Arch. Mariella Dell’Aquila Prof. Arch. Virginia Gangemi 1 2 Indice Premessa 5 Capitolo primo LE TELECOMUNICAZIONI origini e sviluppo 9 1.1 - Le origini 9 1.2 - I primi passi delle comunicazioni elettriche 12 1.3 - Gli esordi delle telecomunicazioni in Italia 17 1.4 - Le telecomunicazioni italiane dal 1925 al 1945 26 1.5 - La ricostruzione degli impianti dopo gli eventi bellici del 1940/45 30 1.6 - Le telecomunicazioni italiane dal 1948 al 1980 31 1.7 - Le nuove frontiere delle telecomunicazioni ai nostri giorni 38 Capitolo secondo SISTEMI PER TRANS-MITTERE apparati emittenti e riceventi 45 2.1 - Sistemi di trasmissione 45 I segnali 46 I canali di comunicazione a distanza 47 Il "rumore" 50 Modello di un sistema di trasmissione 50 Le reti di telecomunicazione 52 Capitolo terzo FORMA E FUNZIONI evoluzione delle architetture per le telecomunicazioni 55 3.1 - I precursori delle torri di telecomunicazioni 55 3.2 - La torre Eiffel: simbolo della tecnica innovatrice del XIX secolo 56 3.3 - La Fernsehturm di Berlino: metafora e ideologia 62 3.4 - Forma e struttura: la torre di Collserola 69 3.5 - Natura e artificio: le torri per le comunicazioni di Calatrava 76 Conclusioni 81 Appendice: Le torri per le comunicazioni 85 Riferimenti bibliografici 129 3 4 Premessa La costruzione di una torre è uno dei sogni più grandi dell’umanità. -
Are214b Building Structures Ib
ARE214B BUILDING STRUCTURES I B CHENG HO YIU REX 193401515 B.Sc. Yr2 May 27, 2020 LIST OF BUILDING STRUCTURES LECTURE 1 – INTRODUCTION Portuguese National Pavilion Expo 98, Lisbon, Portugal. 1998 | Alvaro Siza | Cecil Balmond (Engineer) A minimalistic pavilion with a wide-spanning curved concrete canopy, fastened between the roofs of two rolls of vertical columns by steel cables embedded inside the thin layers of concrete, HSBC Headquarters, Central, Hong Kong. 1985 | Norman Forster | Ove Arup & Partners (Engineer) High-rise office with exoskeleton structure with steel trusses and floors suspended by tension columns that supported by eight main clustered columns, each composed of 4 connected steel tubes, to create the large column free atrium. Pont du Gard Roman Aqueduct, Nimes, France. 40-60 AD Three tier semi-circular arch structure built with stone using only friction and gravity to transfer water in ancient times. Exchange House Office Building, Dockland, London. 1996 | Skidmore, Owings & Merrill (SOM) The 10-story office building is supported by external steel frame structure that is hold up primarily by four parabolic arches, two internal and two external, to provide a column-free and flexible open office design. Statue of Liberty, New York City, USA. 1886 | Gustave Eiffel | Frédéric Auguste Bartholdi (Sculptor) Structure ≠ Form | The neoclassical copper statue is sectioned into sheets of metal claddings which are attached to steel frames supported by four steel columns, is a gift from France to USA as a memorial to their independence. Greater Columbus Convention Center, Columbus, Ohio, USA. 1993 | Peter Eisenman Structure ≠ Form | The organic and irregular exterior is supported by convoluted structural frame that creates a strong juxtaposition with the convention centre’s large open interior. -
Libro 1.Indb
Universidad Politécnica de Madrid Escuela Técnica Superior de Arquitectura de Madrid DEL EMPIRISMO A LA INVENCIÓN cálculo y proyecto en la arquitectura moderna Tesis Doctoral Ausías González Lisorge Arquitecto y Máster en Estructuras de la Edifi cación 2015 Del empirismo a la invención y la vía paralela II.1 3 4 II.1 Del empirismo a la invención y la vía paralela Departamento de Composición Arquitectónica Escuela Técnica Superior de Arquitectura de Madrid DEL EMPIRISMO A LA INVENCIÓN cálculo y proyecto en la arquitectura moderna Ausías González Lisorge Arquitecto y Máster en Estructuras de la Edifi cación Directores: Miguel Ángel Baldellou Santolaria Doctor Arquitecto Ana Esteban Maluenda Arquitecta y Doctora en Teoría e Historia de la Arquitectura 2015 7ULEXQDOQRPEUDGRSRUHO0DJIFR\([FPR6U5HFWRUGHOD8QLYHUVLGDG3ROLWpFQLFDGH 0DGULG HOGtDGH GH 3UHVLGHQWH 9RFDO 9RFDO 9RFDO 6HFUHWDULR 6XSOHQWH 6XSOHQWH 5HDOL]DGRHODFWRGHGHIHQVD\OHFWXUDGHOD7HVLVHOGtDGH HQOD(VFXHOD7pFQLFD6XSHULRUGH$UTXLWHFWXUDGH0DGULG &DOLILFDFLyQ«««««««««««« (O35(6,'(17( /2692&$/(6 (/6(&5(7$5,2 A mis padres, Antonio y Nieves, por su genero- sidad. A mi compañera, Diana, por su comprensión y paciencia. Agradecimientos Querría agradecer, en primer lugar, a Miguel Ángel Baldellou haberme de- dicado parte de su tiempo y haberme enseñado a dudar. También agradez- co a Ana Esteban sus consejos, ayudas y sus orientaciones. Esta Tesis no hubiera sido posible sin ellos. Asimismo, agradezco a Mattia Marzaro que hiciese las veces de tutor en mi estancia en Venecia y Trieste, así como sus consejos y que me dedicase su tiempo y su ayuda desinteresadamente. Doy las gracias a Giovanni Marras por sus siempre bien recibidas correc- ciones y puntualizaciones y a Giuseppina Scavuzzo por su interés en mi investigación y por su ayuda. -
Structural Health Monitoring of Artemio Franchi Stadium In
Structural health monitoring of “Artemio Franchi” Stadium in Florence, Italy: measurement using interferometric radar Lapo MICCINESI 1, Massimiliano PIERACCINI 1, Gloria TERENZI 2, Iacopo COSTOLI 3, Paolo SPINELLI 2, Giulia MAZZIERI 2 1 Department of Information Engineering, University of Florence, Florence, Italy http://www.ndt.net/?id=24901 2 Department of Civil and Environmental Engineering, University of Florence, Florence, Italy 3 Polytechnic Department of Engineering and Architecture, University of Udine, Udine, Italy Contact e-mail: [email protected] More info about this article: ABSTRACT: The “Artemio Franchi” Stadium in Florence, Italy, designed by Pier Luigi Nervi in 1929, was built from 1930 to 1932. The stadium has a reinforced concrete structure and it is composed by 24 stands, a 50-meter tower (“Maratona” tower) and a cantilever roof. In occasion of the World Cup in 1990 the stadium was renovated by adding seats at the ground level as retrofit. A study for seismic requalification is in progress and an interferometric radar was used for monitoring the architectural complex. In particular, the radar monitored the “Maratona” tower and some stands. In this paper, the preliminary results of this measurement campaign are reported. The wind action was exploited to test the “Maratona” tower and the measurement was performed both with an interferometric radar and a seismic accelerometer. Natural frequencies measured with both instruments substantially match. The stands are too rigid to be appreciably excited by wind or vehicular traffic, hence the measurements were performed during football matches. The supporters’ movements were used as input action to measure the dynamic properties of stands. -
Eminent Structural Engineer: Dr Fritz Leonhardt (1909–1999)
Eminent Structural Engineer: Dr Fritz Leonhardt (1909–1999) Reiner Saul, Dr, Eng. E. h.; Holger S. Svensson, Eng.; Hans-Peter Andrä, Dr, Eng.; Leonhardt, Andrä und Partner, Beratende Ingenieure VBI, GmbH, Stuttgart, Germany Prologue to the construction – tests on the cable clamps, the friction of the abutments, The most difficult part while writing aerodynamic stability etc. this article was to compile 90 years of an exceptionally creative life into In 1948, Leonhardt designed, again in a concise text. The authors apologise Cologne, a continuous steel box girder the absence of some important names with a main span of 184,5 m and slen- within this text, particularly those who derness ratios of L/56 in the span and played an important role in Dr Leon- L/24 over the piers. Also in 1948, Leon- hardt’s life. hardt designed with Willi Baur his first bridge from prestressed concrete with a span of 30 m, prestressed by concen- Brief CV trated tendons. In 1964, Leonhardt and Baur designed 12.07.1907 Born in Stuttgart a 480 m long bridge with spans of 90 m 1927–1931 Student of Civil Engi- across the Caroni River in Venezuela. neering at the Stuttgart The bridge was built completely be- University (Emil Mörsch, hind the abutment and than launched, Otto Graf) a world novelty for concrete bridges. 1932–1933 Graduate studies at the From this the incremental launching Purdue Universtiy bridges developed, built behind the abutments in length of about 25 m and 1934–1938 Bridge Engineer for Fig. 1: Dr Fritz Leonhardt (1999) Highway Bridges in Stu- then launched. -
Michel Virlogeux Consultant.Com
He has been expert for the Moosou bridge in Ivory Coast and the Edea bridge in Cameroon, consultant for the Evripos bridge in Greece and many important bridges in France, specially on the A75 Motorway, such as the Truyère Viaduct at Garabit, the Piou and Rioulong viaducts, the bridge over the river Lot at la Mothe, and took part in the preliminary design of the Tanus viaduct over the river Viaur. With his team he also controlled the execution design of several important bridges in addition to those of which he developed the project : the bridge over the river Marne and the Neuilly Plaisance viaducts and later the Ru de Maubuée viaduct for the Marne-la-Vallée line of the Paris Mass Transit System, the viaducts over the Gouet and Gouedic at Saint-Brieuc, the Fontenoy viaduct over the river Moselle, the Meylan and Illhof pedestrian cable-stayed bridges, the Tricastin bridge over the Donzère-Mondragon canal and the experimental bridges at La Ferté-Saint-Aubin, Cognac, Arbois and Charolles. He contributed to some technical evolutions, such as for external prestressing, cable-stayed bridges and composite structures. Between January, 1994, and January, 1995, he worked as consultant for the Highways Direction at the Ecole Nationale des Ponts et Chaussées. Since February, 1995 he works as a private consultant. As such he developed the conceptual design of the Avignon viaducts for the French Railways (for the High Speed Train) and was later Michel VIRLOGEUX consultant of the French railways for its erection, and he leaded the control of the design of the Vasco de Gama Bridge for the Portuguese administration (GATTEL). -
FORM and FORCE 7-10 October 2019, Barcelona, Spain
60th Anniversary Symposium of the International Association for Shell and Spatial Structures IASS Symposium 2019 9th International Conference on Textile Composites and Inflatable Structures Structural Membranes 2019 FORM and FORCE 7-10 October 2019, Barcelona, Spain Carlos Lázaro, Kai-Uwe Bletzinger and Eugenio Oñate (Eds.) IASS Symposium 2019 60th Anniversary Symposium of the International Association for Shell and Spatial Structures Structural Membranes 2019 9th International Conference on Textile Composites and Inflatable Structures FORM and FORCE Barcelona, Spain October 7 - 10, 2019 A publication of: International Centre for Numerical Methods in Engineering (CIMNE) Barcelona, Spain ISBN: 978-84-121101-0-4 Printed by: Artes Gráficas Torres S.L., Huelva 9, 08940 Cornellà de Llobregat, Spain SUMMARY SUMMARY INVITED SESSIONS IS - Actual Structural Behavior of Thin Shells (IASS WG 5) ...................................... 45 IS - Adaptive Lightweight Structures .................................................................. 68 IS - Additive Manufacturing of Architectural Components........................................ 87 IS - Analysis and Design of Adaptive Structures ...................................................121 IS - Bio-inspiration for Structural Forms + Fractal and Form ...................................129 IS - Celebrating the Work of Mike Barnes ............................................................145 IS - Constructive Geometry for Structural Design (IASS WG 15) ...............................175 IS - Contemporary -
Yavuz Sultan Selim Bridge Third Bosphorus Bridge (BB3)
Yavuz Sultan Selim Bridge Third Bosphorus Bridge (BB3) North of Istanbul across the Bosphorus near the Black Sea (TR) General calculations of the steel structure, construction methods studies, dynamic studies (wind, earthquake, trains) Owner Designers Cost of the works Studies KGM - Turkish ministry of trans- Michel Virlogeux and € 700 M excl. vat. 2012 - 2016 port - Highways department Jean-François Kleïn Execution 2013 - 2016 OA In the central span, the deck is in steel with an orthotropic plate (total steel weight : 45 000 tons). In the side spans, the deck is in concrete. The preliminary design is the result of a competition won by Michel Virlogeux (France) and Jean-François Klein (Switzer- land). The final design is made by T-Ingénierie (Switzerland) and Greisch (Belgium) on behalf of the joint venture Içtas and Astaldi S.P.a. Mission : - global calculations of the structure during its service life; - proposals for construction methods; - design of the steel deck in the main span; Suspended bridge with a main span length of 1 408 m and a - dynamic studies necessary to verify the behaviour of the glo- total length of 2 240 m located at the north of Istanbul near the bal structure: Black Sea. > under the wind (during the service life and the construc- tionstages - verifications made with numerical simulations Like the Brooklyn bridge, the main span is partially suspended and by tests in wind tunnel laboratory), at the pylons by stiffening cables and at the main cables with > under the earthquake and/or the passages of trains. vertical hangers. The top of the pylons is located at 320 m, they are composed of 2 concrete shafts (77 000 tons).