000010921 001__ 10921
000010921 005__ 20141205155817.0
000010921 04107 $$aeng
000010921 046__ $$k2008-10-12
000010921 100__ $$aMatsuura, Tsunehisa
000010921 24500 $$aA Study on Structural Performance Considering Connecting Condition of Pillar Type Hysteretic Dampers for R/C Buildings

000010921 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010921 260__ $$b
000010921 506__ $$arestricted
000010921 520__ $$2eng$$aIn this research, a structural experiment was conducted on a pillar type hysteretic damper applied to a reinforced concrete (RC) building using as a parameter the method of connecting the damper to the reinforced concrete at the base of the damper. Based on the test results, the effects of the joint method on the deformation components in the RC support, load transfer mechanism and the hysteresis characteristics were identified. It was revealed that the building construction using a proposed simple method of joint enables damper performance to develop fully.

000010921 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010921 653__ $$areinforced concrete,hysteretic damper,encased in R/C base,load transfer mechanism

000010921 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010921 720__ $$aMatsuura, Tsunehisa$$iInai, Eiichi$$iFujimoto, Toshiaki
000010921 8560_ $$ffischerc@itam.cas.cz
000010921 8564_ $$s581838$$uhttps://invenio.itam.cas.cz/record/10921/files/05-06-0053.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0053.
000010921 962__ $$r9324
000010921 980__ $$aPAPER