Fundamental Solutions in Elastodynamics: A Compendium
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This work is a compilation of fundamental solutions (Green's functions) for classical or canonical problems in elastodynamics presented with a common format and notation. These formulas describe the displacements and stresses elicited by dynamic sources in solid elastic media like full spaces, half-spaces, strata and plates in both two and three dimensions, using the three major coordinate systems, and also for transient and harmonic motions. Formulas in the book were programmed and tested within the MATLAB environment. The program listings are available for free download on the book web site.
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AUTHOR : Gail Perry
NAME OF BOOK : EXCEL 2007 MACROS MADE EASY Oct.2008
New York Chicago San Francisco Lisbon
London Madrid Mexico City Milan New Delhi
San Juan Seoul Singapore Sydney Toronto
Gail Perry is a CPA, financial journalist, and the author of more than 20 books
on financial software, taxes, and personal finance. She is the managing editor
for AccountingWEB, a contributing editor for SMB Finance magazine, and an
instructor.
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BOOKS
BRACED FRAMES
COLD FORMED STEEL
COMPOSITE STRUCTURES
CONNECTIONS
DESIGN EXAMPLES
WELDING
CODES & MANY MORE
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Advances in Construction Materials 2007 by: Christian U. Grosse
Springer | 2007-09-14
Publisher: Springer Number Of Pages: 784
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* Publisher: Taylor & Francis
* Number Of Pages: 384
* Publication Date: 2004-08-24
* ISBN-10 / ASIN: 0415346223
* ISBN-13 / EAN: 9780415346221
* Binding: Paperback
* Publisher: Taylor & Francis, Inc.
* Publication Date: 2004-07-01
* ISBN-10 / ASIN: 0203596862
* ISBN-13 / EAN: 9780203596869
Product Description:
In this second edition, which is the result of numerous revisions, updates and additions, the authors cover the basic concepts of fracture mechanics for both the linear elastic and elastic-plastic regimes. The fracture mechanics parameters K, G, J and CTOD are treated in a basic manner along with the text methods to determine critical values. The development of failure assessment based on elastic-plastic fracture mechanics is reflected in a comprehensive treatment.
Three chapters are devoted to the fracture mechanics characterisation of crack growth. Fatigue crack growth is extensively treated and attention is paid to the important topic of the initiation and growth of short fatigue cracks. Furthermore, sustained load fracture and dynamic crack growth are discussed, including various test techniques, e.g. the determination of the crack arrest toughness.
Finally, there are two chapters dealing with mechanisms of fracture and the ways in which actual material behaviour influences the fracture mechanics characterisation of crack growth.
This textbook is intended primarily for engineering students. It will be useful to practising engineers as well, since it provides the background to several test and design methods and to criteria for material selection.
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"The book contains 18 invited contributions written by distinguished authors who participated in the International Conference on Textile Composites and Inflatable Structures held in Barcelona from June 30th to July 2nd, 2003. The meeting was one of the Thematic Conferences of the European Community on Computational Methods in Applied Sciences (ECCOMAS)"--P. [4] of cover.
Textile Composites and Inflatable Structures
Escrito por E. Oñate, Bern Kröplin
Edition: illustrated
Publicated por Springer, 2005
ISBN 1402033168, 9781402033162
322 pages
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Free-standing Tension Structures: From Tensegrity Systems to Cable-strut Systems
Author Bing, Wang Bin
Publisher Taylor & Francis Group
Year 2004
Language en
Description Architects are constantly looking for new methods to create large indoor spaces unhindered by columns and other supports. Tensile and cable-strut structures are one method of producing such spaces. They also enable the creation of different shaped spaces allowing architects more scope for innovation. Free-standing Tension Structures: From Tensegrity Systems to Cable-strut Systems provides the background engineering needed to produce these wonderful structures. Providing a complete background to the underlying structural engineering theories of tensegrity, this book will prove invaluable for all architects and engineers working on tensile structures.
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Bridges are great symbols of mankind’s conquest of space. They are a monument to his vision and determination, but these alone are not enough. An appreciation of the mathematical theories underlying bridge design is essential to resist the physical forces of nature and gravity.
The object of this book is to explain firstly the nature of the problems associated with the building of bridges with steel as the basic material, and then the theories that are available to tackle them.
a technological history of the different types of iron and steel bridges
the basic properties of steel
loads on bridges from either natural or traffic-induced forces
the process and aims of design based on limit state and statistical probability concepts
buckling behaviour of various components and large-deflection behaviour of components with initial imperfections
detailed guidance on the design of plate and box girder bridges together with some design examples
The Second Edition includes a completely new chapter on the history and design of cable-stayed bridges, the various types of cable used for them and their method of construction, and it addresses many of the changes introduced in the latest version of the British Standard Design Code for steel bridges, BS 5400: Part 3:2000.
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This publication is in copyright. Subject to statutory exception and to the provision of relevant collective licensing agreements, no reproduction of any part may take place without the written permission of Cambridge University Press. Cambridge University Press has no responsibility for the persistence or accuracy of urls for external or third-party internet websites referred to in this publication, and does not guarantee that any content on such websites is, or will remain, accurate or appropriate.
Published in the United States of America by Cambridge University Press, New York
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