000010418 001__ 10418
000010418 005__ 20141205155725.0
000010418 04107 $$aeng
000010418 046__ $$k2008-10-12
000010418 100__ $$aKabir, M.Z.
000010418 24500 $$aInelastic Seismic Performance of Concrete Precast 3D Panel System with Discontinuous Shear Walls Supported on RC Frames

000010418 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010418 260__ $$b
000010418 506__ $$arestricted
000010418 520__ $$2eng$$aIn the present investigation, numerical dynamic analysis of a four-story building by scale factor of 1:2.35 is performed by ANSYS soft ware. The purpose of this article is to study the static and dynamical performance of the compound system which is consisted of pre-cast 3D panel system in upper floors and concrete frame in the ground floor. Through the analysis, dynamic properties of the structure, including natural frequencies and dynamic responses such as story displacement, story drift, story shear force and energy absorbed by each story under different seismic motion, in linear and nonlinear region are investigated. In addition, the distribution of tensile and compressive stress in concrete and tensile stress in reinforcement of various partition and also quality of generated cracks are estimated.The results of this study would be used in predicting the behavior of the structure under real earthquakes.

000010418 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010418 653__ $$aPrecast 3D Panel, Soft story, Concrete Frame, Dynamic Analysis, Non-linear

000010418 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010418 720__ $$aKabir, M.Z.$$iKosarieh, A.H.$$iRezaiyfar, O.
000010418 8560_ $$ffischerc@itam.cas.cz
000010418 8564_ $$s423531$$uhttps://invenio.itam.cas.cz/record/10418/files/05-06-0150.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0150.
000010418 962__ $$r9324
000010418 980__ $$aPAPER