000011915 001__ 11915
000011915 005__ 20141205160000.0
000011915 04107 $$aeng
000011915 046__ $$k2008-10-12
000011915 100__ $$aTremblay , Robert
000011915 24500 $$aSeismic Response of Multi-Storey Reinforced Concrete Walls Subjected to Eastern North America High Frequency Ground Motions

000011915 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011915 260__ $$b
000011915 506__ $$arestricted
000011915 520__ $$2eng$$aA research program has been undertaken to better characterizing the contribution of higher modes of vibration on the bending moment and shear force demand on cantilevered reinforced concrete shear walls. Emphasis is put on constructions located in eastern North America. Ground motions in this region have higher dominant frequency, which leads to relatively more significant higher mode response. An example of higher mode contribution is given for two sites in Canada exhibiting different seismic settings. A shake table test program is currently being prepared to examine the influence of damping and shear and flexural stiffness degradation on higher more response. The design of the test specimens and the results from prediction analyses are discussed. A preliminary test program conducted to validate assumptions in the use of reduced-scale wall test models is also presented.

000011915 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011915 653__ $$aDamping, Higher mode response, Flexural ductility, Shear forces, Shear walls

000011915 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011915 720__ $$aTremblay , Robert$$iGhorbanirenani, Iman$$iVelev, Nikolay$$iLéger, Pierre$$iLeclerc, Martin$$iKoboevic, Sanda$$iBouaanani, Najib$$iGalal, Khaled$$iPalermo, Dan
000011915 8560_ $$ffischerc@itam.cas.cz
000011915 8564_ $$s446253$$uhttps://invenio.itam.cas.cz/record/11915/files/05-01-0526.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0526.
000011915 962__ $$r9324
000011915 980__ $$aPAPER