000010096 001__ 10096
000010096 005__ 20141205154143.0
000010096 04107 $$aeng
000010096 046__ $$k2008-10-12
000010096 100__ $$aGoel, Rakesh K.
000010096 24500 $$aEvaluation of Current Nonlinear Static Procedures for Reinforced Concrete Buildings

000010096 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010096 260__ $$b
000010096 506__ $$arestricted
000010096 520__ $$2eng$$aThis paper evaluates the nonlinear static procedures specified in the FEMA-356, ASCE/SEI 41-06, ATC-40, and FEMA-440 documents for seismic analysis and evaluation of building structures using strong-motion records of reinforced concrete buildings. For this purpose, maximum roof displacement predicted from the nonlinear static procedure is compared with the value “derived” directly from recorded motions. It is shown that: (1) the nonlinear static procedures either overestimate or underestimate the peak roof displacement for several of the buildings considered in this investigation; (2) the ASCE/SEI 41-06 Coefficient Method (CM), which is based on recent improvements to the FEMA-356 CM suggested in the FEMA-440 document, does not necessarily provide better estimate of the roof displacement; and (3) the improved FEMA-440 Capacity Spectrum Method (CSM) generally provides better estimates of the roof displacement compared to the ATC-40 CSM. However, there is no conclusive evidence of either the CM procedures (FEMA-356 or ASCE/SEI 41-06) or the CSM procedure (ATC-40 or FEMA-440) leading to better estimate of the peak roof displacement when compared with the value derived from recorded motions.

000010096 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010096 653__ $$aBuildings, Earthquake Engineering Nonlinear Static Analysis, Pushover Analysis

000010096 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010096 720__ $$aGoel, Rakesh K.
000010096 8560_ $$ffischerc@itam.cas.cz
000010096 8564_ $$s93247$$uhttps://invenio.itam.cas.cz/record/10096/files/09-01-0008.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 09-01-0008.
000010096 962__ $$r9324
000010096 980__ $$aPAPER