000011524 001__ 11524
000011524 005__ 20141205155919.0
000011524 04107 $$aeng
000011524 046__ $$k2008-10-12
000011524 100__ $$aSalajegheh, Eysa
000011524 24500 $$aPerformance Based Design of RCS Frames

000011524 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011524 260__ $$b
000011524 506__ $$arestricted
000011524 520__ $$2eng$$aTo facilitate the analysis, design and construction process of RCS frames (Reinforced Concrete columns and Steel beams) with eliminated embedded steel erection column in low and moderate rise buildings, this paper introduces a type of rigid beam to column connection and discusses its moment curvature behavior obtained from finite element analysis using ABAQUS software. The next step was to develop an estimation of acceptance criteria required for performance based seismic design of such frames by using nonlinear static analyses results. At the end, Ant Colony Optimization (ACO) theory was employed to accomplish the performance based design process, utilizing a MATLAB program for optimization and OpenSEES (Open System for Earthquake Engineering Simulation) software capabilities in structural analysis.

000011524 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011524 653__ $$aRCS Frames, Connection, Performance Based Design, Ant Colony Optimization

000011524 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011524 720__ $$aSalajegheh, Eysa$$iAgahi, Hooman Habib
000011524 8560_ $$ffischerc@itam.cas.cz
000011524 8564_ $$s225064$$uhttps://invenio.itam.cas.cz/record/11524/files/05-06-0039.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0039.
000011524 962__ $$r9324
000011524 980__ $$aPAPER