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Continuing the best-selling tradition of the Handbook of Structural Engineering, this second edition is a comprehensive reference to the broad spectrum of structural engineering, encapsulating the theoretical, practical, and computational aspects of the field. The contributors cover traditional and innovative approaches to analysis, design, and rehabilitation. New topics include: fundamental theories of structural dynamics; advanced analysis; wind- and earthquake-resistant design; design of prestressed structures; high-performance steel, concrete, and fiber-reinforced polymers; semirigid frame structures; structural bracing; and structural design for fire safety.
Many important advances in designing earthquake-resistant structures have occurred over the last several years. Civil engineers need an authoritative source of information that reflects the issues that are unique to the field. Comprising chapters selected from the second edition of the best-selling Handbook of Structural Engineering, this book provides a tightly focused, economical guide to the theoretical, practical, and computational aspects of earthquake engineering. It discusses the fundamentals of earthquake engineering, the various types of earthquake damage to structures, seismic design of buildings and bridges, and performance-based seismic design and evaluation of building structures.
These proceedings, arising from an international workshop, present research results and ideas on issues of importance to seismic risk reduction and the development of future seismic codes.
Until now, information on the dynamic loading of structures has been widely scattered. No other book has examined the different types of loading in a comprehensive and systematic manner, and looked at their signficance in the design process. The book begins with a survey of the probabilistic background to all forms of loads, which is particularly important to dynamic loads, and then looks at the main types in turn: wind, earthquake, wave, blast and impact loading. The relevant code provisions (Eurocode and UBC American) are detailed and a number of examples are used to illustrate the principles. A final section covers the analysis for dynamic loading, drawing out the concepts underlying the treatment of all dynamic loads, and the corresponding modelling techniques. Throughout there is a focus on the modelling of structures, rather than on classical structural dynamics.
This book introduces practising engineers and post-graduate students to modern approaches to seismic design, with a particular focus on reinforced concrete structures, earthquake resistant design of new buildings and assessment, repair and strengthening of existing buildings.
Containing papers from the Special Technical Session on Earthquake Geotechnical Engineering, this volume includes coverage of: zonation maps; liquefaction; side effects; ground motions; slope instability; seismic behaviour of slopes; dikes and dams; and warning systems.
The Masonry Institute of America believes that the best way to extend and improve the use of masonry is through education and dissemination of information. Following a long tradition of such ideals, the 1997 Masonry Codes and Specifications is a ready reference that furnishes, in one document, the various code requirements for masonry from the Uniform Building Code and Standards, the California State Building Code, and the American Society for Testing and Materials (ASTM) Standards that govern the specification of quality and testing of materials. The book includes Guide Specifications for masonry construction set forth in the CSI format with notes to the specifier.
Seismic design requirements for nonstructural building components of five major building codes, including the 1994 Uniform Bldg. Code, the 1994 Standard Bldg. Code, the 1994 NEHRP Recommended Provisions for Seismic Regulations for New Buildings, the New Zealand Bldg. Code, and the Japanese Bldg. Code, were reviewed in this study. Comparisons of codes reveal wide variation in seismic force and displacement requirements, both in terms of levels of stringency and levels of details. The difference in seismic force requirements between the most and least stringent codes can be more than five times.