000012251 001__ 12251
000012251 005__ 20141205160035.0
000012251 04107 $$aeng
000012251 046__ $$k2008-10-12
000012251 100__ $$aYue, Jian-Wei
000012251 24500 $$aNonlinear Analysis Model of Fiber Plasterboard Filled with Reinforced Concrete

000012251 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012251 260__ $$b
000012251 506__ $$arestricted
000012251 520__ $$2eng$$aAccording to the material characteristic of fiber plasterboard filled with reinforced concrete, the computational macro-model basing on the multi-component element is proposed and stiffness matrix of the model is provided. The inner vertical springs of the model are located at the points of Gaussian integration to improve the computational accuracy and efficiency. Based on the experiment study, hysteretic models of the vertical and horizontal component are revised and revised skeleton curves of the components are given. The elasto-plastic push-over is carried out to the four fiber plasterboard filled with reinforced concrete with the macro-model. The computational results are close to those of experiments, which show that the model has relatively high accuracy and simple calculation. We can get some points that plasterboard and steel reinforcement greatly affect the strength performance of the board and that effect of the intensity of concrete is small.

000012251 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012251 653__ $$aplasterboard model, fiber plasterboard, skeleton curve, Gaussian integration

000012251 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012251 720__ $$aYue, Jian-Wei$$iWang, Dong-Tao$$iPeng, Yan-Wei
000012251 8560_ $$ffischerc@itam.cas.cz
000012251 8564_ $$s181392$$uhttps://invenio.itam.cas.cz/record/12251/files/05-06-0127.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0127.
000012251 962__ $$r9324
000012251 980__ $$aPAPER