学习《建筑抗震设计规范》gb5001—2001有关条文的体会（Learning code for seismic design of buildings gb5001 - 2001 of the relevant provisions of）.docVIP

学习《建筑抗震设计规范》gb5001—2001有关条文的体会（Learning code for seismic design of buildings gb5001 - 2001 of the relevant provisions of） Experience in studying the relevant provisions of GB5001 - 2001 for code for seismic design of buildings Principles to be mastered in seismic design - learning the relevant provisions of GB5001 - 2001 for code for seismic design of buildings Guangdong architectural design and Research Institute Zhang Yuankun The building structure 3.4.3 plane and vertical irregular, the models have special requirements, the workload and improve the computational difficulty; and, although the calculation means increased, but there is no guarantee that the results accuracy, which is difficult to control the safety of structure. Therefore, in the design (especially architectural design) should be avoided by design rules, especially should not adopt the design scheme of serious irregular, unless the effect of special needs of the scheme using function or architecture is the only best. 3.4.5 set shockproof joint is a good way to avoid the collision because of complex deformation because of the complex shape, especially the irregular structure of the plane and the facade. But for high-rise, especially high-rise building to a reasonable selection of the construction program structure and seismic fortification seam, and the calculation method of appropriate and effective measures to eliminate the adverse effects of not shockproof seam; in addition, should pay attention to because of the earthquake and the formation of joint structure with high aspect ratio overrun problem. It can also be used as temperature joint, and it is an ideal choice for super long building. 3.5.3 the dynamic characteristics of the structure in the two direction of the spindle should be similar, embodied in the specific design, one is to pay attention to the length and width of building plane is not too large, the two is for the rectangular plane, the shear wall layout, column section BH to swing a