分析结果可为正确的连梁设计提供理论依据，并为整体结构的分析提供可靠的连梁非线性力学模型，从而为分析带缝剪力墙的整体性能打下基础。
The results, which have been verified by experiments, can serve as the basis for correct modelling of connecting beams used for the analysis of the whole slit shear wall structures.
在楼扳分区刚性假定的基础上，以弹性变形梁模拟空中连廊的变形，建立了时程分析的复合刚片系振动模型。
Based on the assumption that the floor is infintely rigid in different areas and that the spatial corridors can be modeled as an elastic beam, a composite rigid panel series model is presented.
本文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，两模型结合可很好的模拟联肢剪力墙。
Based on the modified-multi-vertical-line shear wall model, this paper adopted partial fiber model with rigid region to simulate coupling beams.
本文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，两模型结合可很好的模拟联肢剪力墙。
Based on the modified-multi-vertical-line shear wall model, this paper adopted partial fiber model with rigid region to simulate coupling beams.
应用推荐