论文部分内容阅读
在建筑抗震结构设计中,隔震层的设计和验算具有十分重要的地位。在高层建筑的上半部分设计过程呢中,要注意到上部结构的倾覆弯矩相当大,因此我们对于隔震底部支座的竖向压应力、竖向位移、水平剪应力、水平位移以及建筑上部结构的变形等具有严格的要求,在设计过程中要格外注意,以免造成建筑事故,使得人身安全、经济效益、社会影响等受到不良影响。本文就针对于这一问题,作者提出了自己的观点与想法,对高层建筑结构的上半部分的隔震问题进行深入的探索与研究,提出相应的设计实施方案。
In the design of seismic structures of buildings, the design and checking of seismic isolation layers are very important. In the upper half of the high-rise building design process, we should note that the superstructure overturning moment is quite large, so we stand for vertical isolation of the vertical compressive stress, vertical displacement, horizontal shear stress, horizontal displacement and construction Such as the deformation of the superstructure have strict requirements in the design process to pay special attention to avoid accidents caused by construction, making personal safety, economic benefits, social impact, etc. are adversely affected. In response to this problem, the author puts forward his own views and ideas, explores and studies the isolation problem of the upper part of the high-rise building structure, and puts forward the corresponding design and implementation plan.