000011782 001__ 11782
000011782 005__ 20141205155946.0
000011782 04107 $$aeng
000011782 046__ $$k2008-10-12
000011782 100__ $$aTada, Motohide
000011782 24500 $$aAnalytical Simulation Utilizing Collaborative Structural Analysis System

000011782 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011782 260__ $$b
000011782 506__ $$arestricted
000011782 520__ $$2eng$$aA full-scale experiment to simulate collapse of a 4-story steel building was conducted using E-Defense shake table facility. The specimen consists of beams of wide-flange sections, columns of rectangular hollow sections, concrete slabs with deck plates, and column bases with anchor bolts. The collapsing of the specimen was characterized by deteriorating behavior caused by local buckling of column at the first story. This paper deals with the analytical simulation of the specimen based on the collaborative structural analysis (CSA) system. The CSA system is capable of performing highly sophisticated structural analyses utilizing the beneficial features of existing individual structural analysis programs. Several programs are being used to simulate various components of the whole frame. The program, COMPO, is used for analyzing composite beams that consist of steel beam and concrete slab. It can consider the composite action in plus bending, and the crack-opening of concrete slab in minus bending. It can simulate the complex cyclic behavior of composite beams. The general-purpose program, MARC, is used for analyzing columns of rectangular hollow sections. Shell elements are used for modeling to consider the local buckling due to axial force and bending moment. It can simulate the deteriorating post-buckling behavior. The program, NETLYS, is used as a host program. It deals with the global equation of motion, to which numerical information of all sub-structures is involved. The analytical results are compared with test results of shake table. The effects of structural components to overall collapsing behavior of the specimen will be discussed.

000011782 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011782 653__ $$acollaborative structural analysis, numerical analysis, local buckling, full-scale steel building, collapse

000011782 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011782 720__ $$aTada, Motohide$$iTamai, Hiroyuki$$iOhgami, Katsuki$$iKuwahara, Susumu$$iHorimoto, Akinobu
000011782 8560_ $$ffischerc@itam.cas.cz
000011782 8564_ $$s722749$$uhttps://invenio.itam.cas.cz/record/11782/files/S17-01-005.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-01-005.
000011782 962__ $$r9324
000011782 980__ $$aPAPER