000009812 001__ 9812
000009812 005__ 20141205153156.0
000009812 04107 $$aeng
000009812 046__ $$k2008-10-12
000009812 100__ $$aDang, Yu
000009812 24500 $$aPerformance of Isolated Buildings During Near-Fault Ground Motion Type Pulses

000009812 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009812 260__ $$b
000009812 506__ $$arestricted
000009812 520__ $$2eng$$aThis paper explores the performance of isolated buildings under near­fault motions by applying a simulated near­fault motion model and a number of recorded near­fault motions. By means of spectra, the effects of such factors as pulse periods of near­fault motions and fault distances on isolated buildings are analyzed, and a comparison with far­field motions is made to analyze the changes of isolated building displacements and the accelerations of superstructures. What’s more, the influences of damping ratios of isolated buildings on cushioning effects are discussed. The results suggest that long period near­fault motions can increase the isolated building displacements significantly, while the acceleration responses increase slightly, and damping can reduce the isolated building responses under near­fault motions effectively.

000009812 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009812 653__ $$aNear­fault，isolated buildings，response spectrum

000009812 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009812 720__ $$aDang, Yu$$iHuo, Kai-Cheng$$iQu, Wei-Lian
000009812 8560_ $$ffischerc@itam.cas.cz
000009812 8564_ $$s368989$$uhttps://invenio.itam.cas.cz/record/9812/files/05-01-0099.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0099.
000009812 962__ $$r9324
000009812 980__ $$aPAPER