Product Description
This book addresses the seismic design and retrofit of bridges. It provides detailed information on the seismic considerations in the design of a wide range of substructures including beam and slab, box girder, arch, cable, stayed, and suspension bridges. Topics include damage and design philosophy, geotechnical considerations, design, modeling and analysis, seismic assessment and retrofit of existing bridges.
From the Publisher
For this lavishly illustrated book, the world's leading authorities have collaborated to produce the most extensive reference available devoted solely to this topic. Using an applications-oriented approach, the authors examine the seismic response of bridges in detail and provide design strategies that make the structure as insensitive as possible to the unknown characteristics of the input seismic excitation. Includes the latest research on bridge substructures.
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Soil-Structure-Interaction Analysis in Time Domain
# Hardcover: 416 pages
# Publisher: Prentice Hall College Div (January 1988)
# Language: English
# ISBN-10: 0138229740
# ISBN-13: 978-0138229740
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# Hardcover: 466 pages
# Publisher: Prentice Hall (January 1985)
# Language: English
# ISBN-10: 0132215659
# ISBN-13: 978-0132215657
Product Description
Dynamic Soil-structure interaction is one of the major topics in earthquake engineering and soil dynamics since it is closely related to the safety evaluation of many important engineering projects, such as nuclear power plants, to resist earthquakes. In dealing with the analysis of dynamic soil-structure interactions, one of the most difficult tasks is the modeling of unbounded media. To solve this problem, many numerical methods and techniques have been developed.
This book summarizes the most recent developments and applications in the field of dynamic soil-structure interaction, both in China and Switzerland.
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Review
This book...shows how some very simple calculations can produce answers almost identical to those generated from full 3D finite element analyses. this book shows that engineers don't always need a lot of computer power to perform seismic analyses and the techniques described should be useful for any designers who need quick anwsers to what may appear to be very difficult analysis problems - The Structural Engineer.
The advent of computerised structural analysis and, in particular, of finite element programs has opened up vast possibilities for a fundamental reappraisal of existing approximate methods, including a more accurate definition of their scope and limits. A number of new methods are proposed. Many numerical examples and comparisons with accurate methods are given - Concrete International
'...will be very useful for designers...a very good addition to the libraries of consulting engineers, engineering organisations, and academic institutions. ...useful book with excellent printing, illustrations, and binding.' - Journal of Structural Engineering
Product Description
This book examines the recent developments in computerized structural analysis and finite element analysis to re-appraise existing approximate techniques and to define their scope and limits more accurately. The book proposes new techniques and provides many numerical examples and comparisons with 'accurate' methods.
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Hello! I have recently installed a software and when I try to open an existing model I keep getting an error:
Run time error' - 2147217887 (80040e21)':
Multiple-step OLE DB operation generated errors. Check each OLE DB status value, if available. No work was done.
I have tried the solutions given on the Microsoft site, but they didn't work.
Does anybody know what might be causing this error?
Author: A. and V. Kuznetsov Darkov
Publisher:MIR,moscow
Language:English Edition translated froml Russian
Year:1969
FileType:Scanned Pdf
Contents:
1. Kinematic Analysis of Structures
2. Beams
3. Three-Hinged Arches and Frames
4. The Trusses
5. Space Framework
6. Kinematic Method of Influence Line Construction
7. Retaining Walls and Earth Pressure Computation
8. Strain Energy Theory and General Methods of Displacement Computation
9. Analysis of the Simpler Statically Indeterminate Structures by the Method of Forces
10. Continuous Beams
11. Redundant Arches
12. Analysis of Highly Redundant Structures
13. Slope and Deflections. Combined and Mixed Methods
14. Approximate Methods of Stress Analysis for Redundant Frames
15. Modern Design Methods
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Author:Arbocz J., Potier-Ferry M., Singer J., Tvergaard V.
Publisher: Springer-Verlag Berlin and Heidelberg GmbH & Co. K
Number Of Pages: 246
Publication Date: 1987-12-31
ISBN-10 / ASIN: 3540183124
ISBN-13 / EAN: 9783540183129
Product Description:
The four lectures presented in this volume discuss recent ideas such as bifurcation, catastrophe and singular theory in elastic post-buckling but avoid advanced mathematics. The influence of imperfections and boundary conditions on the maximal load of stiffened shells of revolution is studied by numerical methods. Experimental methods to test compressed structures are presented and will serve as a useful guide for engineers and physicists. Also of practical importance is the thorough discussion of the state of the art in plastic buckling of plates and shells under the influence of the constitutive laws. The lectures are intended for postgraduate students, but at the same time they should serve as a review for researchers and engineers in solid mechanics.
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Due to the inherent properties of thin shelled metal structures, buckling is the main cause of failure and is therefore a topic of great concern and interest. This book is the assimilation of a wealth of recent research, experience and knowledge on the subject.
Previously scattered information is made available in a concise, convenient and easy-to-understand form and state of the art research findings are thoroughly examined. This book is relevant to those involved with such structures as: aircraft, missiles, submarines, silos, tanks, pipelines, chimneys and offshore platforms.
About the Author
J. G. Teng, Professor, Department of Civil and Structural Engineering, Hong Kong Polytechnic University.
J. M. Rotter, Professor, Department of Civl Engineering, Unversity of Reading.
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