Etude du comportement parasismique de structures à ossature en bois

Etude du comportement parasismique de structures à ossature en bois
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树林中骨结构的寄生练习曲

DOI：
10.1080/12795119.1998.9692198
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发表时间：
1998
期刊：
影响因子：
--
通讯作者：
N. Kawaï
N. Kawaï
中科院分区：
--
文献类型：
--
作者：
L. Daudeville;L. Davenne;N. Richard;N. Kawaï

文献摘要

被引文献

相似文献

本文对木结构进行了数值分析。所有的耗散现象都假定发生在节理中。给出了钉连接的滞回模型。在单调和反向循环荷载作用下进行的单钉节点试验验证了这一点。该模型已在CASTEM 2000有限元程序中实现，用于模拟三个木结构构件上钉有夹层胶合板的剪力墙的拟动力试验。给出了有限元响应与实验响应的比较。
ABSTRACT This paper deals with the numerical analysis of timber structures. All the phenomena of dissipation are assumed to occur in joints. An hysteresis modelling of the nailed connection is presented. It was identified with tests performed on single nailed joints under monotonie and reversed cyclic loadings. This model was implemented in the finite element code CASTEM 2 000 for the simulation of the response of three shear walls made of sheathing plywood panels nailed on lumber framing members subjected to pseudo-dynamic tests. Comparisons between the finite element and the experimental responses are given.