摘要
在改进多垂直杆剪力墙模型基础上,以带刚域的局部纤维模型模拟连梁,两模型结合可较好的模拟联肢剪力墙。在此基础上,推导了所建模型的刚度矩阵并进行计算,与实验结果的对比证明该模型具有较好的计算精度。
Based on the modified-multi-vertical-line shear wall model, adopted partial fiber model with rigid region to simulate coupling beams. The two models were assembled to simulated coupled walls. Stiffness matrix was deduced. Finally, an example was calculated and compared with test result.
出处
《建筑技术开发》
2007年第6期30-32,共3页
Building Technology Development
