An estimation of displacement limits for ductile systems by Paulay T
Paulay, T. [2002] “An estimation of displacement limits for ductile systems,” Earthquake Engineering
and Structural Dynamics, Vol. 31, No. 3, pp. 583–599.
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The book sets out to present a state of practice of the geotechnical engineering of embankment dams and their foundations and the geotechnical engineering of the foundations of concrete dams. It assumes that the reader is trained in Civil Engineering or Engineering Geology, with knowledge of soil and rock mechanics.
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Product Description:
This unique handbook compiles essential information on the theory, regulation, analysis, and design for the construction of seismically safe structures throughout the world in one comprehensive volume. The book begins with a section covering the fundamentals of earthquake engineering, serving as an up-to-date overview of structural dynamics. The focus of the book is on approaches to earthquake engineering from around the world. Experienced engineers from thirty-four countries present their national seismic codes and demonstrate their application with quantitative examples. Seismic codes of seismically active countries are included, from Mexico to Italy to Egypt to India. Each chapter details a country's geography and geology; history of recent significant earthquakes; and the socioeconomic context of the seismic code and its implementation. An appendix serves as a ready reference on the different methods of measurement of earthquake magnitude and intensity in seismically active countries. In addition, the chapter authors have developed easy-to-use computer programs of the code to specific structures. A convenient order form at the end of the book allows readers to order the program as a set, and they are available individually from the chapter authors. Engineers, professionals, and students involved in the design, construction, maintenance, and regulation of seismically safe structures throughout the world will benefit from this broad and accessible handbook. Mario Paz is Professor of Civil Engineering at the University of Louisville, Kentucky. He has been Head of the Department of Statistics with the Government of Chile, and has consulted on structural dynamics and earthquake engineering with numerous government agencies and industrial companies. In addition, he is the author of the widely used textbook STRUCTURAL
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Uploaded: NOV/05/2010, File Size: 13.37 MB
If you like this book, CivilEAs' staff strongly suggest you to buy it! Support the authors!
This sixth edition of Arup's Design Yearbook captures over 50 recent projects in which the firm has employed agile design thinking, methodology and processes to achieve success for clients, partners and end users.
Arup is working on a vast range of projects at any one time, from modest to massive scale, in many different geographies and sectors worldwide. Featured in this book are ones where something exciting happened because of Arup's contribution to the design process.
Previous editions
Design Yearbook 2009 (PDF 16500kb)
Design Yearbook 2008, part one (PDF 8945kb)
Design Yearbook 2008, part two (PDF 15621kb)
Design Yearbook 2007 (PDF 5553kb)
Design Yearbook 2006 (PDF 4128kb)
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Earthquake Geotechnical Case Histories
for
Performance-Based Design
ISSMGE TC4 2005-2009 Term Volume
Edited by Takaji Kokusho
CRC Press 2009
Print ISBN: 978-0-415-80484-4
26 topics
size of zip file: 179.5 mb
In this case history volume, 26 case histories are accommodated in a sequence from newer to older seismic events (CH01∼CH26) as listed in The 26 Case Histories. As shown in the table, the subjects of the papers include slope failures, liquefaction, lateral spreading, soil subsidence, failure of embankments, cut/bank residential lands, levees and dams, pile-soil interaction in liquefied ground, subsidence of building foundations, deformation of quay walls, failure of retaining walls, deformation and uplift of underground structures, soil-structure interactions and ground motions in liquefied soil.
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Fundamentals of Soil Mechanics for Sedimentary and Residual Soils
Introducing the first integrated coverage of sedimentary and residual soil engineering
Despite its prevalence in under-developed parts of the United States and most tropical and sub-tropical countries, residual soil is often characterized as a mere extension of conventional soil mechanics in many textbooks. Now, with the rapid growth of construction in these regions, it is essential to gain a fuller understanding of residual soils and their properties—one that's based on an integrated approach to the study of residual and sedimentary soils. One text puts this understanding well within reach: Fundamentals of Soil Mechanics for Sedimentary and Residual Soils.
The first resource to provide equal treatment of both residual and sedimentary soils and their unique engineering properties, this skill-building guide offers:
*A concise introduction to basic soil mechanics, stress-strain behavior, testing, and design
* In-depth coverage that spans the full scope of soil engineering, from bearing capacity and foundation design to the stability of slopes
* A focus on concepts and principles rather than methods, helping you avoid idealized versions of soil behavior and maintain a design approach that is consistent with real soils of the natural world
* An abundance of worked problems throughout, demonstrating in some cases that conventional design techniques applicable to sedimentary soils are not valid for residual soils
* Numerous end-of-chapter exercises supported by an online solutions manual
* Full chapter-ending references
Taken together, Fundamentals of Soil Mechanics for Sedimentary and Residual Soils is a comprehensive, balanced soil engineering sourcebook that will prove indispensable for practitioners and students in civil engineering, geotechnical engineering, structural engineering, and geology.
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