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Apr 26, 2012

Evaluation of ASCE-41 Nonlinear Static Procedure Using Recorded Motions of Reinforced-Concrete Buildings

Publication: Structures Congress 2008: Crossing Borders

Abstract

This paper evaluates the nonlinear static procedures (NSP) specified in the ASCE-41 document using strong motion records of five reinforced-concrete buildings. For this purpose, seismic demands — peak roof displacements, floor displacements, and inter-story drifts — estimated from the NSP are compared with the values derived from recorded motions. It is shown that the ASCE-41 NSP may significantly under- or over-estimate the peak roof displacements. While the NSP may provide accurate estimates of floor displacements, it is unable to provide accurate estimates of story drifts, especially for taller buildings where higher modes may be more significant.

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Go to Structures Congress 2008
Structures Congress 2008: Crossing Borders
Pages: 1 - 11

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Published online: Apr 26, 2012

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Rakesh K. Goel [email protected]
California Polytechnic State University, San Luis Obispo, CA 93407. E-mail: [email protected]
Charles Chadwell [email protected]
California Polytechnic State University, San Luis Obispo, CA 93407. E-mail: [email protected]

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