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Damage-Based Design Earthquake Loads for Single-Degree-Of-Freedom Inelastic Structures

✍ Scribed by Moustafa, Abbas


Book ID
120523830
Publisher
American Society of Civil Engineers
Year
2011
Tongue
English
Weight
673 KB
Volume
137
Category
Article
ISSN
0733-9445

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Introduction: the ''critical seismic excitation'' paradigm Nonlinear time-history analysis using real and synthetic earthquake acceleration records (accelerograms) as input action is the most physically consistent and versatile tool for seismic analysis of structures. However, at present, it is most