Seismic Analysis and Design using the Endurance Time Method
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The endurance time method (ETM) is a seismic analysis procedure in which intensifying dynamic excitations are used as the loading function, and it provides many unique benefits in the design of structures. It can largely reduce the computational effort needed for the response history analysis of structures. This aids in the practical application of response history-based analysis in problems involving very large models and/or requiring numerous analyses to achieve optimal design goals. A single response history analysis through ETM provides an estimate of the system response at the entire range of seismic intensities of interest, thus making it ideal for applications such as seismic risk assessment, life-cycle cost analysis, and value-based seismic design. Conceptual simplicity also makes ETM a useful tool for preliminary response history analysis of structural systems.
- Presents full coverage of the subject from basic concepts to advanced applied topics.
- Provides a coherent text on endurance time excitation functions that are essential in endurance time analysis.
Seismic Analysis and Design using the Endurance Time Method serves as a comprehensive resource for students, researchers, and practicing structural engineers who want to familiarize themselves with the concepts and applications of the endurance time method (ETM) as a useful tool for dynamic structural analysis.
Table of Contents
Introduction to the Endurance Time Method. Properties of the Endurance Time Excitation Functions. Duration Properties of the Endurance Time Excitation Functions. Generating ET Excitation Functions by Numerical Optimization. Correlating Analysis Time with Intensity Indicators. ET Analysis of Framed Structures. Multicomponent Endurance Time Analysis. Performance-Based Design with the Endurance Time Method. Value Based Seismic Design with ET. Seismic Resilient Design by ET. Sample Engineering Application: EDR Seismic Performance
Homayoon Estekanchi is a professor of Civil Engineering at Sharif University of Technology. He received his PhD in Civil Engineering from SUT in 1997 and has been a faculty member at SUT since then. He is a member of Iranian Construction Engineers Organization, ASCE, Iranian Inventors Association and several other professional associations. His research interests include a broad area of topics in structural and earthquake engineering with a special focus on the development of the Endurance Time Method and the Value Based Seismic Design. Hassan Vafai has held position of professorship in civil engineering at different universities including: Sharif University of Technology, Washington State University and University of Arizona. He was founder and editor-in-chief of Scientia, a peer-reviewed international journal of science and technology. Throughout his professional career, he has received numerous awards and distinctions including: emeritus distinguished engineer by the National Academy of Sciences, Iran; an honorary doctorate by the Senatus Academicus of Moscow Region State Institution of Higher Education and the "Order of Palm Academiques," awarded by the Ministry of Education, Research and Technology of France.