000009749 001__ 9749
000009749 005__ 20141205153150.0
000009749 04107 $$aeng
000009749 046__ $$k2008-10-12
000009749 100__ $$aChung, Yulin
000009749 24500 $$aSeismic Resistance Capacity of High-Rise Buildings Subjected to Long-Period Ground Motions - E-Defense Shaking Table Test

000009749 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009749 260__ $$b
000009749 506__ $$arestricted
000009749 520__ $$2eng$$aA series of full-scale shaking table tests was conducted for a full-scale 21-story steel building frame subjected to a series of long-period, long-duration ground motions. The specimen consisted of a four-story, two-span by one-bay steel moment frame and an equivalent system. The frame portion was to present the lower four stories and the equivalent system was to simulate the remaining stories of the 21-story building. Major observations obtained from the test show that maximum drifts are smaller than 0.5% and 1.0% under minor and major earthquake loadings, respectively. Cyclic inelastic loading finally caused several fractures at the bottom flanges of beam ends. Shop weld connections show better cumulative deformation capacity than field weld ones. Story hysteresis behaviors remained stable and no severe strength deterioration occurred after connections fractured.

000009749 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009749 653__ $$along-period ground motion, high-rise building, seismic performance, beam-to-column connections, shaking table test

000009749 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009749 720__ $$aChung, Yulin$$iNagae, Takuya$$iFukuyama, Kunio$$iKajiwara, Kouich$$iInoue, Takahito$$iHitaka, Toko$$iNakashima, Masayoshi
000009749 8560_ $$ffischerc@itam.cas.cz
000009749 8564_ $$s1022202$$uhttps://invenio.itam.cas.cz/record/9749/files/05-05-0045.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0045.
000009749 962__ $$r9324
000009749 980__ $$aPAPER