中文摘要：

采用通用有限元分析软件ANSYS10．0对一种木构架及其7种加固方案进行了静力弹塑性分析，将木梁的有限元计算结果与其材料力学的计算结果进行对比，验证了建模的正确性。分析了木梁的应力、应变的变化规律。对木构架通过加固方式之后的屈服荷载、极限荷载进行分析比较，结果表明，对木构架施加隅撑可以显著提高其抗侧承载力。文中同时提出了对木构架进行加固的方案。

英文摘要：

Elastic-plastic analysis of timber frame and its seven strengthened projects are analyzed with the software ANSYS10.0. The numerical calculation and material mechanics calculation for the timber beam are compared to verify the correctness of the finite element model. The paper also analyzes the law of stress and strain of timber beam. In contrast with the yield load and ultimate load of strengthened timber frames, it shows that the lateral resistance of timber frame with corner supports is greatly improved. And a strengthened project for the timber frame is put forward.