* Publisher: Scholium International, Inc.
* Number Of Pages: 401
* Publication Date: 1991-01
* ISBN-10 / ASIN: 0333537181
* ISBN-13 / EAN: 9780333537183
Product Description:
A new edition of an introductory text to the principles and methods of design for concrete structures. Although the detailed design methods generally conform to British Standards, much of the theory and practice is of a fundamental nature, and of use to engineers in other countries. An ELBS/LPBB edition is available.
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Product Description:
The book systematically presents variational principles and methods of analysis for applied elasticity and structural mechanics. The variational approach is used consistently for both, constructing numerical procedures and deriving basic governing equations of applied mechanics of solids; it is the derivation of equations where this approach is most powerful and best grounded by mathematics. The book is oriented towards experts in civil engineering, researchers, developers of software for mechanical strength, stability, and oscillation analysis; it can be used by practical engineers who employ software tools to do their job and who want to know more about the theoretical background of the strength analysis. The book will be useful to senior and postgraduate students of engineering, to professors of structural analysis at civil or mechanical engineering departments of technical universities.
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Soil strength and slope stability
James Michael Duncan, Stephen Gailord Wright
Wiley & Sons, 2005
University of Michigan
ISBN 0471691631, 9780471691631
state-of-the-art guidance to soil strength and slope-stability analysis
Through clear, concise language and practical examples, Soil Strength and Slope Stability describes state of the art methods for evaluating soil strength, and for analysis, design and stabilization of slopes in soil. The principles of limit equilibrium analysis, and appropriate use of computer programs are emphasized. Methods are described for checking the results of complex analyses, and for presenting results of slope stability analyses clearly. These are illustrated through many examples.
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Fundamentals of soil behavior (3rd edn).
jk Mitchell and. K. Soga. Hoboken, NJ:
John Wiley & Sons, 2005. 577 pp.
ISBN 13: 978-0-471-46302-7
Presents the improved, new edition of the classic book on the physical properties of soil. Fundamentals of Soil Behaviour, Third Edition is the thoroughly updated, expanded, and revised edition of this highly distinguished publication in geotechnical engineering. Filled with useful tables and graphs illustrating correlations among composition, classification, state, and static and dynamic properties, this Third Edition continues the tradition of providing the latest information on the physical properties of soil and the fundamentals of its behavior over time. Students and busy professionals will connect with this new editions timesaving, streamlined format and its greater emphasis on practical exercise prlems involving advanced concepts of soil behaviour. Other must-read features of this Third Edition include: new, expanded material on micro-mechanical behaviour at the particulate level and its influences on engineering properties at the macro-scale; a new chapter on time effects on soil deformation at different stress and strain levels; new coverage of such important topics as environmental geotechnics, biological influences on soil behaviour, soil fracturing, the effects of time, and geochemical problems; and sets of questions and problems at the end of each chapter, a feature not available in prior editions. Fundamentals of Soil Behaviour, Third Edition is an essential text for graduate students and researchers as well as a peerless reference for geotechnical, environmental, and civil engineers and geologists.
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Book Description:
The standard reference in architecture and building construction, this Seventh Edition has been completely rewritten and revised with new contributions by over eighty world authorities and specialists. Now in a convenient single volume, it reflects essential changes and new knowledge in the field of architecture since the last edition 15 years ago. Part I contains new reference articles on the fundamentals of architecture and design. Part II contains design data on all aspects of architectural design and building construction, including substructure, superstructure, building shell, interiors, and services, and is formatted according to the Uniformat II classification system. First published in 1946, McGraw-Hill's Time-Saver Standards is one of the world's most widely consulted and respected references on architectural design and building construction fundamentals and data.
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Ground Support in Mining and Underground Construction: Proceedings of the Fifth International Symposium on Ground Support, Perth, Australia, 28-30 September 2004
By E. Villaescusa, Y. Potvin
* Publisher: Taylor & Francis
* Number Of Pages: 400
* Publication Date: 2004-09-15
* ISBN-10 / ASIN: 9058096408
* ISBN-13 / EAN: 9789058096401
* Binding: Hardcover
Product Description:
The purpose of ground support is to maintain excavations safe and open for their intended lifespan. The effectiveness of a ground support strategy is important for two main reasons; namely safety to personnel and equipment and also to achieve the most economical excavation extraction. Improved ground support techniques and practices can be used to minimize rock mass instability and to maintain an environment free from injuries and fatalities. These proceedings bring together recent experiences about innovative ground support strategies, processes, and products from the top academics, operators, and technology developers from many countries. The topics covered include: case studies from mine sites, rock mass characterization for ground support and reinforcement, modeling, in-situ and laboratory testing, ground support for open pit, dynamic testing, rockfalls and failure and mechanisms, civil engineering and tunneling, design, surface support, corrosion and other means of support. The book is a valuable addition to the library of many professionals involved in the design, analysis, and implementation of ground support techniques and practices.
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Deals with the methods of assessing the stability of rock slopes and the techniques of improving the stability conditions of natural and artificial slopes which are at risk.
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Product Description:
This book is aiming to concentrate on the nonlinear static and dynamic analysis of structures and structural components that are widely used in everyday engineering applications. It approaches a nonlinear problem by mathematically converting it into an exact equivalent pseudolinear one, in contrast to commonly used approaches which are based on linear concepts. The new concepts, theories and methods introduced in this book, simplify the solution of the complex nonlinear problems, and also allow for the correct usage of the powerful existing linear methods of analysis.
Based on this way of thinking, the book also provides a reasonable treatment regarding the nonlinear analysis of inelastic plates, suspension bridges and their failures, multistory buildings subjected to strong earthquakes, as well as many other interesting nonlinear problems, such as thick cylinders, inelastic torsion, inelastic vibrations, inelastic analysis of flexible members, and many more.
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Nonlinear Continuum Mechanics for Finite Element Analysis
# Hardcover: 268 pages
# Publisher: Cambridge University Press (September 28, 1997)
# Language: English
# ISBN-10: 052157272X
# ISBN-13: 978-0521572729
# Product Dimensions: 10.3 x 7.3 x 0.8 inches
# Shipping Weight: 1.5 pounds
Product Description:
This book provides a look at the theory behind the programs engineers use for the computer simulation of nonlinear structural behavior. It establishes the mathematical foundations for the development of computer programs that can predict the behavior of mechanical and structural components. After a thorough but succinct introduction, the book delves into mathematical preliminaries, kinematics, stress and equilibrium. Subsequent sections address hyperelasticity for compressible and incompressible materials, finite element discretization, equation solution and computer implementation. A short appendix extends the kinematics to provide for elasto-plastic deformation. The book supplies user instructions, program description and examples for the FLAGSHYP computer implementation for which the source code is available free on the Internet. Worked examples and exercises complete each chapter, making it an essential source for engineers and researchers.
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