000012328 001__ 12328
000012328 005__ 20141205160043.0
000012328 04107 $$aeng
000012328 046__ $$k2008-10-12
000012328 100__ $$aZhao, Yan-Gang
000012328 24500 $$aStochastic Earthquakr Response of Column over Designed Structures

000012328 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012328 260__ $$b
000012328 506__ $$arestricted
000012328 520__ $$2eng$$aThe column over-design factor is generally used in structural design to prevent plastification of columns. This study performs the stochastic dynamic analysis to evaluate the effect of COF on the mean and deviation of maximum responses of structures subjected to earthquake load. The distributions of peak response of story drift, beam rotation angle, and ductility ratio along the height of the structure are investigated. By conducting random vibration analysis of structures with infinitely strong columns, the COF requirements ensuring elastic column behavior are also evaluated. It is shown that a COF much larger than that addressed by present code is needed for ensuring completely elastic behavior of columns.

000012328 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012328 653__ $$aStochastic response analysis, column over-design factor, maximum response, expected value, response spectrum.

000012328 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012328 720__ $$aZhao, Yan-Gang$$iPu, Wu-Chuan$$iIdota, Hideki
000012328 8560_ $$ffischerc@itam.cas.cz
000012328 8564_ $$s994536$$uhttps://invenio.itam.cas.cz/record/12328/files/05-01-0258.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0258.
000012328 962__ $$r9324
000012328 980__ $$aPAPER