000011395 001__ 11395
000011395 005__ 20141205155906.0
000011395 04107 $$aeng
000011395 046__ $$k2008-10-12
000011395 100__ $$aQian, Jiaru
000011395 24500 $$aApplication of Pushover Analysis on Earthquake Response Predication of Complex Large-Span Steel Structures

000011395 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011395 260__ $$b
000011395 506__ $$arestricted
000011395 520__ $$2eng$$aPushover analysis has been widely used on earthquake response predication of building structures under severe earthquakes. It needs be studied whether it is applicable for complex large-span steel structures or not. In this paper, pushover analysis of two practical engineering projects, Beijing A380 hangar at Capital Airport and the National Stadium for 2008 Beijing Olympic Games, are introduced. The first mode lateral loading pattern for the hangar structure and twelve cases for the stadium steel structure are adopted to perform the pushover analysis respectively. The pushover analyses results are compared with nonlinear time history analyses results. It is concluded that pushover analysis is applicable for certain types of complex large-span steel structures, providing the total modal mass participation factor is larger than about 0.65.

000011395 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011395 653__ $$aComplex large-span steel structure, Pushover analysis, Beijing A380 hangar, the National Stadium, Earthquake response

000011395 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011395 720__ $$aQian, Jiaru$$iZhang, Weijing$$iJi, Xiaodong
000011395 8560_ $$ffischerc@itam.cas.cz
000011395 8564_ $$s743349$$uhttps://invenio.itam.cas.cz/record/11395/files/14-0055.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0055.
000011395 962__ $$r9324
000011395 980__ $$aPAPER