000018538 001__ 18538
000018538 005__ 20170118182227.0
000018538 04107 $$aeng
000018538 046__ $$k2017-01-09
000018538 100__ $$aKim, Hongjin
000018538 24500 $$aFull-Scale Seismic Performance Test of a Two-Story Modular Frame

000018538 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018538 260__ $$b
000018538 506__ $$arestricted
000018538 520__ $$2eng$$aIn this paper the cyclic behavior of the modular steel-braced frame is studied by full-scale experiment and the finite-element analysis computer program of SAP2000. Seismic performance of the modular system was a main concern in this paper. Evaluation of the lateral stiffness, strength, deformation and failure modes for long direction of modular system was conducted. The analysis model is based on the bending ultimate strength of each section. Same cyclic load history was applied at the computed modeling until it failed and conducted again with conversion to the hinge for the failed points. For the evaluation of the seismic performance, we set lateral strength standard as the point at 0.01 radian after entering plastic zone. As the evaluation standard, lateral strength of the modular system at Drift 1.55% level was the criteria and the lateral strength at that point was 487.1 kN. And the validity of the analysis model with SAP2000 was verified by comparing with the experimental results.

000018538 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018538 653__ $$afull-scale test, modular building, seismic performance

000018538 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018538 720__ $$aKim, Hongjin$$iShin, Seunghoon$$iCho, Bongho$$iKim, Daejin
000018538 8560_ $$ffischerc@itam.cas.cz
000018538 8564_ $$s426855$$uhttps://invenio.itam.cas.cz/record/18538/files/1672.pdf$$yOriginal version of the author's contribution as presented on USB, paper 1672.
000018538 962__ $$r16048
000018538 980__ $$aPAPER