000011757 001__ 11757
000011757 005__ 20141205155943.0
000011757 04107 $$aeng
000011757 046__ $$k2008-10-12
000011757 100__ $$aSun, F.F.
000011757 24500 $$aAn Analytical Model for Composite Steel Plate Wall

000011757 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011757 260__ $$b
000011757 506__ $$arestricted
000011757 520__ $$2eng$$aA new-type of composite steel plate wall (CSPW), which consists of a steel plate sandwiched by two prefabricated concrete panels, has been recently studied. The concrete panels act only as a buckling restrainer for the steel plate by leaving a small gap between the edges of the panels and the boundary columns or beams. Thus seismic forces were resisted only by the steel plate. In this way, both cracking of a common composite wall and buckling of a common steel plate wall have been essentially avoided, ensuring excellent performance of the CSPW under seismic action. An analytical model for the CSPW – Cross-Strip Model was proposed based upon the mechanism and failure mode of CSPW. The cross sectional properties and hysteretic model for the cross strips in the model were determined with theoretical analysis. Comparison with experimental results showed that the proposed model was able to capture accurately nonlinear behavior of CSPW under monotonic and cyclic loading.

000011757 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011757 653__ $$aComposite steel plate wall (CSPW), Simplified model, Cross-strip model, Hysteretic model

000011757 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011757 720__ $$aSun, F.F.$$iLiu, G.R.$$iLi, G.Q.
000011757 8560_ $$ffischerc@itam.cas.cz
000011757 8564_ $$s384486$$uhttps://invenio.itam.cas.cz/record/11757/files/05-05-0097.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0097.
000011757 962__ $$r9324
000011757 980__ $$aPAPER