000011522 001__ 11522 000011522 005__ 20141205155919.0 000011522 04107 $$aeng 000011522 046__ $$k2008-10-12 000011522 100__ $$aSakurai, Masato 000011522 24500 $$aSeismic Performance of RC Shear Walls with Multi-Openings 000011522 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering 000011522 260__ $$b 000011522 506__ $$arestricted 000011522 520__ $$2eng$$aThis paper outlines a static loading test of RC shear walls with openings carried out to investigate the influence of different number and layout of the openings. All specimens have the same equivalent perimeter ratio of openings, that is 0.4. The test results showed that the shear strength, failure mode and deformability of RC shear walls with openings were significantly affected by the difference of the number and layout of openings. It was also observed that the overturning moment at the bottom of the shear walls with openings were smaller than those of without opening because the rotation at the bottom of the shear walls with openings became smaller due to the existence of the openings. FEM analysis was also conducted to simulate the hysteresis loops and failure progress of the shear walls with openings, and good agreement between experimental and analytical results was obtained. 000011522 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000011522 653__ $$aRC shear walls with openings, Static test, Seismic performance, Shear strength, FEM analysis 000011522 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15 000011522 720__ $$aSakurai, Masato$$iKuramoto, Hiroshi$$iMatsui, Tomoya$$iAkita, Tomofusa 000011522 8560_ $$ffischerc@itam.cas.cz 000011522 8564_ $$s421496$$uhttps://invenio.itam.cas.cz/record/11522/files/12-03-0071.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-03-0071. 000011522 962__ $$r9324 000011522 980__ $$aPAPER