000020218 001__ 20218
000020218 005__ 20170118182400.0
000020218 04107 $$aeng
000020218 046__ $$k2017-01-09
000020218 100__ $$aKim, Taejin
000020218 24500 $$aApplication of Performance-Based Seismic Design To Tall Ordinary Shear Wall Buildings in Low To Moderate Seismicity Region

000020218 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000020218 260__ $$b
000020218 506__ $$arestricted
000020218 520__ $$2eng$$aThe objective of this study is to apply performance-based seismic design to high-rise apartment buildings in Korea considering collapse prevention level. The possible issues during its application were studied and the suggestions were made based on the findings from the performance-based seismic design of buildings with typical residential multi-unit layout. The lateral-force-resisting system of the buildings is ordinary shear wall system with a code exception of height limit. In order to allow the exception, the serviceability and the stability of the ordinary shear wall structure need to be evaluated to confirm that it has the equivalent performance as the one designed under the Korean Building Code 2009. The structure was evaluated whether it satisfied its performance objectives to withstand Service Level Earthquake and Maximum Considered Earthquake.

000020218 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000020218 653__ $$aPerformance-Based Design; Service Level Evaluation; MCE Level Evaluation; Nonlinear Response History Analysis; Ordinary Shear Wall

000020218 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000020218 720__ $$aKim, Taejin$$iLee, Minhee$$iKim, Jong-Ho$$iKoo, Jeongmo
000020218 8560_ $$ffischerc@itam.cas.cz
000020218 8564_ $$s1218260$$uhttps://invenio.itam.cas.cz/record/20218/files/775.pdf$$yOriginal version of the author's contribution as presented on USB, paper 775.
000020218 962__ $$r16048
000020218 980__ $$aPAPER