SEPTEMBER 2019 4 Editorial - Ar Anand Palaye
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The Images, Which He Read Before. the Illustration Section Will Meet the Artist’S Vision Their Imagination
the images, which he read before. The illustration section will meet the artist’s vision their imagination. There is important that illustrations does not appear in front of visitors unexpectedly, it will be logical continuation of the previous stages. Thus, it will be demonstrated as unseparated text, image, and importance of their harmony combination. 5. Associative composition of simple geometric shapes: Further illustrations will be transformed in associative composition of simple geometric shapes. It is destroy of perfection, which was attained in the harmony fonts and illustrations. Knowing how to read the materials human nature can successfully create book. We can only try to look into this nonobjective world. Last section demonstrate that whole maze it is only beginning of the journey into the world of books. Conclusion. Suggested study is the opportunity of every visitor to face the problems, which usually are met by designers and text creators. Project will show that printing is not only a source of information, but it is artwork also. Project is developed to increase the quality of daily graphic design on the base of EI. References 1. Coleman, Andrew (2008). A Dictionary of Psychology (3 ed.). Oxford University Press. ISBN 9780199534067 . 2. Mayer, J.D., & Salovey, P. (1997). What is emotional intelligence? In P. Salovey & D. Sluyter (Eds.), Emotional development and emotional intelligence: Implications for educators (pp. 3-31). New York: Basic Books. 3. Salovey P and Grewal D (2005) The Science of Emotional Intelligence. Current directions in psychological science, Volume 14 -6. VOIDED BIAXIAL SLABS IN CIVIL ENGINEERING NAUMENKO YULIIA , post-graduate student O. -
Parametric Investigation on the Seismic Response of Voided and Solid Flat Slab Systems
IJISET - International Journal of Innovative Science, Engineering & Technology, Vol. 5 Issue 3, March 2018 ISSN (Online) 2348 – 7968 www.ijiset.com Parametric Investigation on the Seismic Response of Voided and Solid Flat Slab Systems Jerry Paul Varghese2 and Manju George2 1 Civil Engineering Department, APJ Abdul Kalam Technological University, Mar Baselios Institute of Technology and Science Nellimatam, Ernakulam, India 2Civil Engineering Department, APJ Abdul Kalam Technological University, Mar Baselios Institute of Technology and Science Nellimatam, Ernakulam, India Abstract early 1900s so that we can reduce the weight-to- Demand for safer and lighter concrete floor system and to stiffness/strength ratios. improve the span limit has always troubled with the high weight- The inclusion of the voids is intuitively expected to to-stiffness/strength ratios of solid reinforced concrete slab. It led compromise the stiffness and structural capacity of the slab. to the emergence of spherically voided biaxial slab (SVBS). A However, the extent of the compromise is not explicitly square and a rectangular slab models with a thickness of 28 cm were developed as solid and voided, simulated under uniform known. Therefore, in this paper, the seismic responses load including seismic force to compare the deflection responses exhibited by different configurations of voided slabs are and structural capacities of these slabs by conducting a pushover investigated in comparison to same configurations of solid analysis in ANSYS 16.0. Directional and the Equivalent stress slabs with equal dimensions. 3D non-linear finite element results are found to be slightly higher for voided slab that of solid analyses software, namely ANSYS 16.0 has been chosen to slab. -
Formworkpress XI/2020
FormworkPress Professional Formwork News XI/2020 The XT factor Flexibility on residential contracts – page 8 FormworkPress XI/20 Contents News Joint venture in Australia, sites in Austria and Germany .................................. 4 50 years of MEVA Simply smart! ................................................................................................ 6 Stress test passed with flying colours ULLIBau puts StarTec XT through its paces under taxing conditions .............. 8 Care home in Norway Mammut XT plays to its strengths ............................................................... 10 Triumphant premiere in Cyprus Office block built with MevaDec and StarTec .............................................. 12 New splendour on the Ku‘damm Gloria office and commercial building in Berlin............................................ 14 Safety and flexibility MT 60 shoring tower supports south German food market .......................... 17 Architectural gem for Budapest The Pesterzsébeti Makovecztemplom ......................................................... 18 Sprouting up quickly, but safely MEVA32 and StarTec in use at Chilean copper mine ..................................... 20 Underground impressionists Danish museum extension cast with StarTec ............................................... 22 Imprint Site photos show situations which do not always depict the final assembly of formwork with regard to safety regulations. Imprint: Edition XI/2020. Circulation: 2600 copies. Publisher: MEVA SchalungsSysteme GmbH, Industriestr. -
ANALYSIS of REINFORCED CONCRETE FRAMES EXPOSED to FIRE Based on Advanced Calculation Methods
ANALYSIS OF REINFORCED CONCRETE FRAMES EXPOSED TO FIRE Based on Advanced Calculation Methods HÉLDER FRANCISCO BRÁS XAVIER Dissertation submitted in partial fulfilment of the requirements for the degree of MASTER IN CIVIL ENGINEERING — STRUCTURAL ENGINEERING BRANCH Scientific Supervisor: Associate Professor Doctor Rui Manuel Carvalho Marques de Faria JULY , 2009 MASTERS IN CIVIL ENGINEERING 2008/2009 DEPARTMENT OF CIVIL ENGINEERING Tel. +351-22-508 1901 Fax +351-22-508 1446 [email protected] Edited by FACULTY OF ENGINEERING OF THE UNIVERSITY OF PORTO Rua Dr. Roberto Frias 4200-465 PORTO Portugal Tel. +351-22-508 1400 Fax +351-22-508 1440 [email protected] http://www.fe.up.pt Partial reproductions of this document are allowed on the condition that the Author is mentioned and that reference is made to Masters in Civil Engineering – 2008/2009 – Department of Civil Engineering, Faculty of Engineering of the University of Porto, Porto, Portugal, 2009. The opinions and information included in this document represent solely the point of view of the respective Author, while the Editor cannot accept any legal responsibility or other with respect to errors or omissions that may exist. This document was produced from an electronic version supplied by the respective Author. “… Por mares nunca dantes navegados…” in Os Lusíadas, I-1 Analysis of Reinforced Concrete Frames Exposed to Fire ACKNOWLEDGEMENTS First of all, I am compelled to express my deepest gratitude towards my scientific supervisor, Professor Rui Faria from the University of Porto, for the invaluable guidance, encouragement and dedication displayed during the course of this work. I am also extremely grateful to Professor Paulo Vila Real and Professor Nuno Lopes from the University of Aveiro, for kindly providing the access to the software SAFIR as well as for guiding me during the first steps in its application. -
Waste Management Plan - a Case Study of a Medium Sized Building Contractor in Ireland
Implementing a site waste management plan - A case study of a medium sized building contractor in Ireland. _______________________ Jan Göttsche Supervisor: Dr. Mark Kelly A Dissertation Submitted in Partial Fulfilment of the Masters in Environmental Systems. Galway – Mayo Institute of Technology. 2011/2012 Plagiarism Declaration – September 2012 I, Jan Gӧttsche, declare that this thesis is an original work carried out by the author with due reference and acknowledgements given where necessary towards the work of others. No part of this thesis has previously been accepted for any degree and is not concurrently submitted for any other award. I declare that the work contained in this thesis is my original work unless otherwise stated. All information including tables and diagrams which is copied from or based on the work of others has its source clearly acknowledged in the text and its reference clearly outlined at the end of the document. Signature: ____________________________ Date: _____________ i This thesis has been printed on 100% recyclable paper. The paper is FSC certified, carries the EU Ecolabel as well as having ISO 9001 and ISO 14001 certification. ii Abstract Construction and demolition waste management is becoming increasingly important on construction sites as landfill space in Ireland is rapidly depleting and waste management costs are rising. Due to these factors waste management plans are seen as a good response to minimising waste on site and this thesis aims to investigate how to implement such a plan on a practical case study as well as investigating the legislation regarding construction and demolition waste along with market availability for the reuse of the waste. -
White Formal Bordered Academic Resume
DION GREG REYES PROFESSIONAL SUMMARY CONTACT INFORMATION A Manila-based, multi-licensed 28-year-old Mobile: +63947-426-XXXX (Upon Request) professional with experience and accomplishment Address: Manila Rivercity Residences, Sta. Ana, Manila in the fields of construction, solar business E-mail Address: [email protected] development, digital marketing, & insurance selling. Website: engineerdee.com EXPERTISE TECHNOLOGY SKILLS Business Development Microsoft Office Apps Adobe Photoshop, Writing and Editing Web Content (Word, Excel, Powerpoint) Adobe InDesign, Canva Construction Operations and Management Wordpress (CMS), Google AutoCAD, SketchUp Business-to-Business and -Customer Sales Forms, Google Analytics, Helioscope Facebook Business Suite EMPLOYMENT HISTORY CONSTRUCTION MANAGEMENT B2C SOLAR SALES Cadet Engineer Sales Engineer / Account Officer Monocrete Construction Phils. Inc., Taguig City Solar Philippines Island Corporation, Makati City Project-Based, Robinsons Place Jaro, Iloilo City Field-Based, Business-to-Customer Solar Sales July 2015 to December 2015 (6 MOS) July 2018 to June 2019 (APPROX 1 YR) Tasks and Responsibilities Tasks and Responsibilities Quality Control of Masonry, Material Testing Lead Generation & Client Handling Workers Supervision Technical Site Assessment Collaboration with Other Departments Sales Presentations and Reports Office Works (Job Orders, CAD) Event Booth Manning & Flyering Activities Accomplishments Special Assignment Supervised until Completion of Masonry Works After-Sales Technical Product -
Structural Behavior of Bubbledeck* Slabs and Their Application to Lightweight Bridge Decks
Structural Behavior of BubbleDeck* Slabs And Their Application to Lightweight Bridge Decks By Tina Lai Bachelor of Science in Civil Engineering, 2009 Massachusetts Institute of Technology Submitted to the Department of Civil and Environmental Engineering in Partial Fulfillment of the Requirements for the Degree of Master of Engineering MAssAcHUSETTS INST1TUTE' in OF TECHNOLOGY Civil and Environmental Engineering JUL 15 2010 at the Massachusetts Institute of Technology LABRARIES ARCHWiE8 June 2010 © 2010 Tina Lai All rights reserved. The author hereby grants to MIT permission to reproduce and to distribute publicly paper and electronic copies of this thesis document in whole or in part in any medium now known or hereafter created. So Signature of Author:___________________________ Department of Civil and Environmental Engineering May 7 h, 2010 Certified by: Jerome J. Connor Professarnf Civi nd Environm taLEngineering Accepted by: Daniele Veneziano Chairman, Departmental Committee for Graduate Students TABLE OF CONTENTS 1. EX EC UTIVE SUM M A RY .................................................................................................................. 5 2. IN TRO D UCTIO N................................................................................................................................6 2.1. CONCRETE FLOOR SYSTEM S ........................................................................................................... 6 2.1.1. Hollow -Core Slabs...................................................................................................................7 -
Construction Pdf, Epub, Ebook
CONSTRUCTION PDF, EPUB, EBOOK Sally Sutton,Brian Lovelock | 32 pages | 29 Oct 2015 | Candlewick Press,U.S. | 9780763679750 | English | Cambrudge, MA, United States Construction Company for Global Megaprojects & Modular Construction - Fluor Maintenance involves functional checks, servicing, repairing or replacing of necessary devices, equipment, machinery , building infrastructure, and supporting utilities in industrial, business, governmental, and residential installations. Demolition is the discipline of safely and efficiently tearing down buildings and other artificial structures. Demolition contrasts with deconstruction , which involves taking a building apart while carefully preserving valuable elements for reuse purposes recycling - see also circular economy. Construction is a major source of employment in most countries; high reliance on small businesses, and under-representation of women are common traits. For example:. According to McKinsey research, productivity growth per worker in construction has lagged behind many other industries across different countries including in the United States and in European countries. In the United States, construction productivity per worker has declined by half since the s. The twenty-five largest countries in the world by construction GVA [37]. Large-scale construction requires collaboration across multiple disciplines. A project manager normally manages the budget on the job, and a construction manager , design engineer , construction engineer or architect supervises it. Those involved with the design and execution must consider zoning requirements and legal issues, environmental impact of the project, scheduling , budgeting and bidding , construction site safety , availability and transportation of building materials , logistics, and inconvenience to the public, including those caused by construction delays. There are many routes to the different careers within the construction industry. -
To Study the Behaviour of Conventional Slab and Buble Deck Slab
Vol-6 Issue-1 2020 IJARIIE-ISSN(O)-2395-4396 TO STUDY THE BEHAVIOUR OF CONVENTIONAL SLAB AND BUBLE DECK SLAB Tushar pundir1, Reeta joshi2 1 Tushar pundir Asst. professor, Dept. of civil engineering , Roorkee college of engineering, India 2Reeta joshi Asst. professor, Dept. of civil engineering , Roorkee college of engineering, India ABSTRACT Fortified solid chunks are one of the most widely recognized parts in current structure development . piece is a biggest part which devours concrete and when burden following up on the section is enormous or clean range between segments is more the chunk thickness is expanding .it prompts expend more materials, for example, cement and steel because of that , self – weight of section is expanded, to keep away from these disservices different examinations are does and inquires about propose voided section framework Fortified solid section with plastic voids is new and creative kinds of basic solid chunk framework created to take into consideration lighter self load of the structure while keeping up comparable burden conveying limit of a strong piece. Plastics voided slabs are capable of reducing the amount of concrete necessary to construct a building by30 percent or more. This reduction can be beneficial in terms of financial saving as well as building performance. Long span flat slab systems with internal void formers have been used in Europe for decade the main advantages is the possibility of long spans due to the significant reduction in self weight as well as the construction sequence Keyword : - of , chunks, framework, and concrete 1. INTRODUCTION This paper displays the empty center piece innovation that have showed up over last twenty years.The voided chunks are strengthened solid sections in which voids permit to diminish the sum (volume) of concrete.The creation of the empty section was in 1950s. -
Seismic Analysis of Kinematic Bearings Using Voided Biaxial Slab
© 2019 JETIR June 2019, Volume 6, Issue 6 www.jetir.org (ISSN-2349-5162) SEISMIC ANALYSIS OF KINEMATIC BEARINGS USING VOIDED BIAXIAL SLAB Mirajj Ketan Thaker , Dilesh Solanki, Dhruval Suriya ,Venkatesh Rajput Student, Student , Student , Assistant Professor Civil engineering Department, Universal College of Engineering, Mumbai, India. Shreya Gaikwad, Student, St. Francis Institute of Technology, Mumbai , India. Abstract The basic intention of seismic protection systems is to decouple the building structure from the damaging components of the earthquake input motion, that is, to prevent the superstructure of the building from absorbing the earthquake energy. This paper reviews the experimental study and model simulation of kinematic bearings with use of voided biaxial slab system (uboot technology). Shaking table test was done. from moderate to severe vibrations and effects like gyro, acceleration, drift, maximum displacement was derived. The aim is to build such type of structure which provides maximum stability and minimum damage to building components during seismic action, also to make structure economical and environmentally sustainable in seismic zones Keywords- seismic waves, polypropylene, rubber Bearings, voided slab. 1. INTRODUCTION Earthquake is amongst the catastrophic natural calamities where an abrupt movement or tremor is initiated under earth’s causing major damage to mankind. Although a great deal of research has been carried out regarding seismic isolation, there is a lack of proper research on its behavior and implementing technique in low to medium seismic region. From past earthquakes, it is demonstrated that a significant number of structure are absolutely/somewhat harmed because of earthquake and now-a-days it has turned out to be important to decide seismic reactions over such structures. -
|||GET||| the CSI Construction Specifications Practice Guide 1St Edition
THE CSI CONSTRUCTION SPECIFICATIONS PRACTICE GUIDE 1ST EDITION DOWNLOAD FREE Construction Specifications Institute | 9780470904855 | | | | | ISBN 13: 9780470635209 Development of specifications best practices, promulgating standards and formats to improve the organization of specification information, professional education, and certification were cornerstones of the Institute. Levels 4 and below provide a more detailed breakdown of the functional elements. The must-have specifications writing reference—and essential study aid for the Certified Construction Specifier CCS Exam The CSI Practice Guides are a library of comprehensive references specifically and carefully designed for the construction professional. Serves as an authoritativeresource for effective writing of design intent Includes CSI's best practicesfor authoring specifications Offers specialized guidance on project information in the context of BIM and sustainable design "synopsis" may belong to another edition of this title. This article needs additional citations for verification. Archived from the original on 1 February Published by Wiley. List Earthbag construction Monocrete construction Slip forming. Learn how and when to remove these template messages. The responsibilities of team members are set forth in the contract documents and can differ depending on the method of project delivery selected for a project, the CCAPG describes these different responsibilities and recommendations for successful execution of a project. Privacy Policy. MasterFormat helps architects, engineers, owners, contractors, and manufacturers classify the construction of work results using a variety of construction resources. Views Read Edit View history. ET csi csinet. The CSI Construction Specifications Practice Guide CSPG describes the process needed to effectively communicate a project design from the designer to the contractor and other members of the project team for the process of project conception, design, construction, and operation. -
Read Book Earthquake-Induced Structural Pounding 1St Edition
EARTHQUAKE-INDUCED STRUCTURAL POUNDING 1ST EDITION PDF, EPUB, EBOOK Robert Jankowski | 9783319358291 | | | | | Earthquake-Induced Structural Pounding 1st edition PDF Book Therefore, their seismic design is based on criteria far more stringent than those applying to non-nuclear facilities. In Figure 11 , it can be seen that the in-house software agrees well with the result of the commercial software tool. The global set of equations of motion 12 is solved numerically. Therefore, there is a strong incentive to engage an earthquake simulation which is the seismic input that possesses only essential features of a real event. The risk assessment process generally involves determining the probability of various ground motions coupled with the vulnerability or damage of the building under those ground motions. Base isolation seeks to prevent the kinetic energy of the earthquake from being transferred into elastic energy in the building. Earthquake induced pounding between adjacent buildings considering soil-structure interaction. Abstract Many closely located adjacent buildings have suffered from pounding during past earthquakes because they vibrated out of phase. This is also verified applying real earthquake excitations. Timber framing dates back thousands of years, and has been used in many parts of the world during various periods such as ancient Japan, Europe and medieval England in localities where timber was in good supply and building stone and the skills to work it were not. The root-mean-square deviation RMSD of the node output histories is evaluated and plotted in Figure This books analyzes different approaches to modeling earthquake-induced structural pounding and shows the results of the studies on collisions between buildings and between bridge segments during ground motions.