000009384 001__ 9384
000009384 005__ 20141205150201.0
000009384 04107 $$aeng
000009384 046__ $$k2008-10-12
000009384 100__ $$aAleksić, S.
000009384 24500 $$aSeismic Response of Steel Frame Structures

000009384 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009384 260__ $$b
000009384 506__ $$arestricted
000009384 520__ $$2eng$$aThe paper deals with analysis of the dynamic response of steel orthogonal frames with non-linear semi-rigid connections under the seismic loads. Chen-Lui exponential curve was used for the mathematical modelling of the non-linear beam-column connections. Direct integration of the equations of motion was performed with the so-called α-procedure. The general numerical procedure was programmed in MATLAB and used for numerical example presented in this paper.

000009384 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009384 653__ $$aSteel frames, seismic load, non-linear semi-rigid connections, non-linear dynamic analysis, soil stiffness, programming.

000009384 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009384 720__ $$aAleksić, S.$$iŽivaljević, S.R.
000009384 8560_ $$ffischerc@itam.cas.cz
000009384 8564_ $$s1086230$$uhttps://invenio.itam.cas.cz/record/9384/files/05-05-0166.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0166.
000009384 962__ $$r9324
000009384 980__ $$aPAPER