The.Hottest

W. F. Chen, E. M. Lui ...
394 pages
Publisher: CRC Press; (July 24, 1991)
Language: English
ISBN-10: 0849386063
ISBN-13: 978-0849386060

Stability Design of Steel Frames provides a summary of the behavior, analysis and design of structural steel members and frames with flexibly-jointed connections. The book presents the theory and design of structural stability and includes extensions of computer-based analyses for individual members in space with imperfections. It also shows how connection flexibility influences the behavior and design of steel frames and how designers must consider this in a limit-state analysis and design procedure. The clearly written text and extensive bibliography make this a practical book for advanced students, researchers and professionals in civil and structural engineering, as well as a useful supplement to traditional books on the theory and design of structural stability.

M. P. Nielsen, L. C. Hoan ... 
816 pages - Publisher: CRC Press; 3rd edition (December 13, 2010)
Language: English - ISBN-10: 143980396X  - ISBN-13: 978-1439803967

First published in 1984, Limit Analysis and Concrete Plasticity explains for advanced design engineers the principles of plasticity theory and its application to the design of reinforced and prestressed concrete structures, providing a thorough understanding of the subject, rather than simply applying current design formulas.

Updated and revised throughout, Limit Analysis and Concrete Plasticity, Third Edition adds: Reinforcement design formulas for three-dimensional stress fields that enable design of solid structures (also suitable for implementation in computer-based lower bound optimizations) + Improved explanations of the crack sliding theory and new solutions for beams with arbitrary curved shear cracks, continuous beams, lightly shear reinforced beams and beams with large axial compression + More accurate treatment of and solutions for beams with circular cross-section + Applications of crack sliding theory to punching shear problems + New solutions that illustrate the implication of initial cracking on load-carrying capacity of disks + Yield condition for the limiting case of isotropically cracked disk.

The authors also devote an entirely new chapter to a recently developed theory of rigid-plastic dynamics for seismic design of concrete structures. In comparison with time-history analyses, the new theory is simpler to use and leads to large material savings. With this chapter, plasticity design methods for both statical and dynamical loads are now covered by the book.

Andrew Y. T. Leung ... 242 pages - Publisher: Springer; Reprint of the original 1st (1993) edition (December 4, 2011)
Language: English - ISBN-10: 1447120280 - ISBN-13: 978-1447120285

Dynamic Stiffness and Substructures models a complex dynamic system and offers a solution to the advanced dynamical problem associated with the effects of wind and earthquakes on structures. Since the system matrices are inevitably frequency dependant, those are exclusively considered in this publication. The relation between the frequency matrices by the Leung's theorem is most important in the development of efficient algorithms for the natural modes. This new approach was developed by the author over the past 15 years. It offers practising engineers and researchers a wide choice for structural modelling and analysis. Abundant numerical examples enable the reader to understand the theorem and to apply the methods.

John P. Wolf ...
466 pages
Publisher: Prentice Hall; (January 1985)
Language: English
ISBN-10: 0132215659
ISBN-13: 978-0132215657

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. An excellent book for scientists and engineers in civil engineering, structural engineering, geotechnical engineering and earthquake engineering.

M. Y. H. Bangash ... 256 pages - Publisher: Whittles Publishing; (October, 2009) ...
Language: English - ISBN-10: 1420068342 - ISBN-13: 978-1420068344 ... 

This manual provides a step-by-step approach to the detailing of timber, and deals with codes of practice from the UK, Europe, America and Russia. It provides practical and up-to-date information on various aspects of timber construction and covers the fundamentals of drawing and drafting practices, connections and fastening and structural detailing of various timber elements. The types of structures covered represent the bulk of the typical fabricator's work in timber structures such as buildings, bridges, grid-works, shells, folded plates etc. It includes some examples of timber detailing in CAD form as well as numerous line drawings and detailing sheets, the latter linked to international codes of practice.

AASHTO - 1596 pages - Publisher: AASHTO; 4th edition (2007) ... Language: English - ISBN-10: 1560513543- ISBN-13: 978-1560513544

Now with newly updated seismic and foundation specifications. This major step in improved bridge design and more accurate analysis is expected to lead to bridges exhibiting superior serviceability, enhanced long-term maintainability, and more uniform levels of safety. This edition includes newly updated foundation specifications, as well as updates throughout. Based on the load and- resistance factor design philosophy (LRFD), this book is the result of a five-year research effort under AASHTO's National Cooperative Highway Research Program (NCHRP) Project 12-42, and a continued effort through AASHTO technical committees. Since the 1st edition was published in 1994, the provisions have continued to be updated and improved based on continuing research and the experience of the user community. The new specifications have been systematically tested in trial designs and have now been implemented by all 50 states, with 48 states fully implemented. As of October 2007, the LRFD design code will be mandated by FHWA for all state projects using federal funding. As of 2010, it will apply to all state bridges regardless of funding and to local bridges using federal funding. Supersedes all previous editions and interims. The single-user CD-ROM contains both the standard and metric editions of the AASHTO LRFD Bridge Design Specifications 4th Edition and is available with the book.

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