Analysis of timber frames with localized nonlinearities
Analysis of timber frames with localized nonlinearities
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具有局部非线性的木框架分析
DOI：
10.2298/fuace0305307m
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发表时间：
2003
期刊：
影响因子：
--
通讯作者：
E. Mešić
中科院分区：
文献类型：
--
作者：
E. Mešić
本文提出了柔性连接木框架结构非线性分析的方法。该方法是基于静态和循环荷载下的连接行为的实验研究结果。所采用的数值方法是基于局部非线性的概念，这有利于再现实验确定的连接行为在框架结构的分析。该方法也适用于其他类型的木结构。
A methodology of nonlinear analysis of timber frame structures with flexible connections has been developed in this paper. The methodology is based on the results of experimental investigation of connections behavior under static and cycling loading. The adopted numerical method is based on the concept of localized nonlinearity which facilitates the reproduction of the experimentally determined connections behavior in the analysis of frame structures. The methodology is also applicable to other types of timber structures.