000012063 001__ 12063
000012063 005__ 20141205160015.0
000012063 04107 $$aeng
000012063 046__ $$k2008-10-12
000012063 100__ $$aWarashina, Makoto
000012063 24500 $$aShear Behavior of Multi-Story RC Structural Walls with Eccentric Openings

000012063 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012063 260__ $$b
000012063 506__ $$arestricted
000012063 520__ $$2eng$$aStatic loading test was conducted on four 40%-scale specimens in order to evaluate the shear transfer mechanisms of structural walls with eccentric openings. Specimen configuration was determined from a typical six-story building in Japan. The experimental variables were the size and location of openings. From experimental results, shear strength of specimens were estimated using the existing codes and reduction factors. It was shown that the shear strengths of specimens were estimated combining the shear strength of structural walls without openings and Ono’s reduction factor. The employed computing method well simulated the test results. It was proved that the method may be applied to structural walls with the opening ratio less than 0.46. Then a two-dimensional FEM analytical model was constructed to simulate the behavior observed in the experiment. The model well simulated lateral load – drift angle relations and damage distribution of wall panels.

000012063 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012063 653__ $$aMulti-story structural wall, eccentric openings, stiffness, shear capacity

000012063 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012063 720__ $$aWarashina, Makoto$$iKono, Susumu$$iSakashita, Masanobu$$iTanaka, Hitoshi
000012063 8560_ $$ffischerc@itam.cas.cz
000012063 8564_ $$s1037821$$uhttps://invenio.itam.cas.cz/record/12063/files/S15-029.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S15-029.
000012063 962__ $$r9324
000012063 980__ $$aPAPER