000009712 001__ 9712
000009712 005__ 20141205153146.0
000009712 04107 $$aeng
000009712 046__ $$k2008-10-12
000009712 100__ $$aChen, Xuewei
000009712 24500 $$aDynamic Inelastic Numerical Simulation for a Shaking Table Test of a Full Scale Steel Moment Frame Structure Based on OpenSEES

000009712 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009712 260__ $$b
000009712 506__ $$arestricted
000009712 520__ $$2eng$$aThis paper presents a Dynamic nonlinear numerical simulation of a 4-story full-scale steel moment frame structure based on OpenSEES. Fiber model which has fewer DOFs is used for structure member simulation. The responses of the structure under frequent, moderate and severe ground motions are predicted prior to the full-scale shake-table test. Correlated with the experimental results, the analytical results confirm the accuracy of the numerical simulation method, in both representing the inelastic behavior and the failure mechanism. The seismic responses and the collapse moment under severe ground motion are precise predicted. The study establishes the validity of the inelastic analysis method of overall structure based on fiber model, which is suitable for seismic analysis of overall structure.

000009712 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009712 653__ $$aInelastic Time-History Analysis, Steel Frame, Full Scale Specimen, Shaking Table Test, Blind Analysis

000009712 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009712 720__ $$aChen, Xuewei$$iHan, Xiaolei$$iCheang, Jack$$iLin, Shengyi$$iMao, Guiniu
000009712 8560_ $$ffischerc@itam.cas.cz
000009712 8564_ $$s639910$$uhttps://invenio.itam.cas.cz/record/9712/files/S17-01-001.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-01-001.
000009712 962__ $$r9324
000009712 980__ $$aPAPER