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Author: Mark Lawson, Ray Ogden, Chris Goodier | Size: 89 MB | Format:PDF | Quality:Original preprint | Publisher: CRC Press | Year: 2014 | pages: 280 | ISBN: 9780203870785, 9780415554503
Modular construction can dramatically improve efficiency in construction, through factory production of pre-engineered building units and their delivery to the site either as entire buildings or as substantial elements. The required technology and application are developing rapidly, but design is still in its infancy. Good design requires a knowledge of modular production, installation and interface issues and also an understanding of the economics and client-related benefits which influence design decisions.
Looking at eight recent projects, along with background information, this guide gives you coverage of:
generic types of module and their application
vertical loading, stability and robustness
dimensional and spacial planning
hybrid construction
cladding, services and building physics
fire safety and thermal and acoustic performance
logistical aspects – such as transport, tolerances and safe installation.
A valuable guide for professionals and a thorough introduction for advanced students.
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Soil Liquefaction during Recent Large-Scale Earthquakes contains selected papers presented at the New Zealand – Japan Workshop on Soil Liquefaction during Recent Large-Scale Earthquakes (Auckland, New Zealand, 2-3 December 2013).
The 2010-2011 Canterbury earthquakes in New Zealand and the 2011 off the Pacific Coast of Tohoku Earthquake in Japan have caused significant damage to many residential houses due to varying degrees of soil liquefaction over a very wide extent of urban areas unseen in past destructive earthquakes. While soil liquefaction occurred in naturally-sedimented soil formations in Christchurch, most of the areas which liquefied in Tokyo Bay area were reclaimed soil and artificial fill deposits, thus providing researchers with a wide range of soil deposits to characterize soil and site response to large-scale earthquake shaking.
Although these earthquakes in New Zealand and Japan caused extensive damage to life and property, they also serve as an opportunity to understand better the response of soil and building foundations to such large-scale earthquake shaking. With the wealth of information obtained in the aftermath of both earthquakes, information-sharing and knowledge-exchange are vital in arriving at liquefaction-proof urban areas in both countries. Data regarding the observed damage to residential houses as well as the lessons learnt are essential for the rebuilding efforts in the coming years and in mitigating buildings located in regions with high liquefaction potential.
As part of the MBIE-JSPS collaborative research programme, the Geomechanics Group of the University of Auckland and the Geotechnical Engineering Laboratory of the University of Tokyo co-hosted the workshop to bring together researchers to review the findings and observations from recent large-scale earthquakes related to soil liquefaction and discuss possible measures to mitigate future damage.
Soil Liquefaction during Recent Large-Scale Earthquakes will be of great interest to researchers, academics, industry practitioners and other professionals involved in Earthquake Geotechnical Engineering, Foundation Engineering, Earthquake Engineering and Structural Dynamics.
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May I request anyone with access to the following publication please share?
#Title: Circular Concrete Tanks Without Prestressing
#Publisher: Portland Cement Association (1993-01)
#ISBN 10: 0893121258 / ISBN 13: 9780893121259
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if any of you wants to tell us about the price of engineering in your country ....
for example:
Country : Venezuela
Price Engineering Hours: 5$ (price blackmarket, the dollar is not free for buying)
Hours Drawings: 35-45 H
Calculation: 50-250 H (depend the proyect)
Steel Plate Shear Walls are an effective and economical method of resisting lateral forces on structures due to wind and earthquakes.
This project use Steel Plate Shear Wall in a ten story building. This project use Strip model to analysis steel plate shear wall.
This file has a Excel program to calculate parameter in strip model. Also, the screen shot of chapter 20 of CSA-S16-09, is added in the second sheet for more details.
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Some site steal this material from other site and sell them.
The source of this file is:
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But the attached spreadsheet in our forum is translated to English and also the chapter 20 of CSA-S16-09, is added in the second sheet for more details.
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Table of contents :
Content:
Front Matter, Page iii
Copyright, Page iv
Pergamon Unified Engineering Series, Page v
Preface, Pages xi-xii
ONE - Graphs, Networks, and Structures, Pages 1-17
TWO - The Node Method for Trusses, Pages 19-28
THREE - A General Statement of the Node Method, Pages 29-33
FOUR - The Node Method for Plane Frames, Pages 35-44
FIVE - The Node Method for Space Frames, Pages 45-49
SIX - Some Generalizations, Pages 51-56
SEVEN - The Primitive Stiffness Matrix, Pages 57-65
EIGHT - The Mesh Method, Pages 67-73
NINE - Miscellaneous Theorems, Pages 75-77
TEN - Kron's Methods, Pages 79-84
References, Page 85
APPENDIX A.1 - Matrices and Vectors, Pages 87-90
APPENDIX A.2 - The Classical Methods of Structural Analysis, Pages 91-94
APPENDIX A.3 - Beams and Rods, Pages 95-98
APPENDIX A.4 - Gaussian Elimination, Pages 99-100
APPENDIX A.5 - The Solution of Large Systems, Pages 101-104
Computer Programs, Pages 105-168
Index, Page 169
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Article/eBook Full Name: Dynamic Analysis of Skeletal Structures: Force and Displacement Methods and Iterative Techniques
Author(s): Seetharamulu Kaveti (Author)
Edition: 1 edition
Publish Date: 2014
ISBN: 0071835857 - 978-0071835855
Published By: McGraw-Hill Professional;
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This innovative volume provides a systematic treatment of the basic concepts and computational procedures for structural motion design and engineering for civil installations. The authors illustrate the application of motion control to a wide spectrum of buildings through many examples. Topics covered include optimal stiffness distributions for building-type structures, the role of damping in controlling motion, tuned mass dampers, base isolation systems, linear control, and nonlinear control. The book's primary objective the satisfaction of motion-related design requirements such as restrictions on displacement and acceleration and seeks the optimal deployment of material stiffness and motion control devices to achieve these design targets as well as satisfy constraints on strength. The book is ideal for practicing engineers and graduate students.
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