000009892 001__ 9892
000009892 005__ 20141205153204.0
000009892 04107 $$aeng
000009892 046__ $$k2008-10-12
000009892 100__ $$aDoi, Masato
000009892 24500 $$aSeismic Behavior of Hybrid System with Corrugated Steel Shear Panel and RC Frame

000009892 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009892 260__ $$b
000009892 506__ $$arestricted
000009892 520__ $$2eng$$aThis research aims to propose an economical seismic response controlling system of RC frames using corrugated steel shear panels (CSSP). This hybrid system was originally proposed by Mo and Perng in 2000. In this study, their system was revised and new hybrid system was proposed to prove that the shear capacity and stiffness of CSSPs can be fully utilized if sufficient anchorage is provided. In an experimental phase, a stud-type anchorage often used in bridge box girders was employed. The behavior was stable if the number of studs satisfied the Japanese design guidelines. The behavior after buckling of CSSP was ductile and degradation in lateral load carrying capacity was about 20% even at 5% story drift angle. However, even specimens with half number of studs showed the similar behavior. All hybrid frames showed more than 30% increase in lateral load carrying capacity as originally designed. In an analytical phase, the analytical model proposed well simulated the behaviors of frames with different anchorage of the shear panels, considering the effective area of CSSP which carries the lateral load. The analytical result showed that CSSP carries more than 90% of its shear capacity even if the panel has the half number of studs determined by the design guidelines. This study proved that CSSP has a potential to make a main structural component to carry lateral load. The use of CSSP in building structures has just begun in Japan.

000009892 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009892 653__ $$aCorrugated steel shear panel, Improvement of ductility, Damage control, Energy dissipation, Frame analysis

000009892 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009892 720__ $$aDoi, Masato$$iIchioka, Yukako$$iOhata, Yoshihiro$$iKono, Susumu$$iWatanabe, Fumio
000009892 8560_ $$ffischerc@itam.cas.cz
000009892 8564_ $$s478488$$uhttps://invenio.itam.cas.cz/record/9892/files/12-01-0122.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0122.
000009892 962__ $$r9324
000009892 980__ $$aPAPER