000011310 001__ 11310
000011310 005__ 20141205155858.0
000011310 04107 $$aeng
000011310 046__ $$k2008-10-12
000011310 100__ $$aPavan, Anna
000011310 24500 $$aBlind Prediction of a Full-Scale 3D Steel Frame Tested under Dynamic Conditions

000011310 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011310 260__ $$b
000011310 506__ $$arestricted
000011310 520__ $$2eng$$aA blind analysis contest for a full-scale four-story building was announced in 2007 by the executive committee of the E-Defense steel building project, sponsored by the National Research Institute for Earth Science and Disaster Prevention in Japan. In this contest, each participant should predict the structural response before and after the test was performed using the three-dimensions shaking table located in Miki City, Hyogo Prefecture, Japan. This paper presents the results obtained from dynamic analyses performed on the building using a fibre element-based program. By comparing the results given by the program with experimental ones, the aim of the work was to demonstrate that reasonably accurate estimation of the nonlinear dynamic response of steel buildings is possible, even by non-necessarily proficient steel structures analysts, as was the case of the authors.

000011310 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011310 653__ $$asteel structure, blind prediction, fibre element, dynamic nonlinear analysis

000011310 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011310 720__ $$aPavan, Anna$$iPinho, Rui$$iAntoniou, Stelios
000011310 8560_ $$ffischerc@itam.cas.cz
000011310 8564_ $$s441427$$uhttps://invenio.itam.cas.cz/record/11310/files/S17-01-009.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-01-009.
000011310 962__ $$r9324
000011310 980__ $$aPAPER