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框支连续墙梁中的墙体与一般落地墙体的受力状态不尽相同 ,实验研究及理论分析表明 ,前者的水平承载力比后者约低 2 0 %～ 30 %。本文给出了这种墙体的抗震承载力验算方法。
The results show that the horizontal bearing capacity of the former is about 20% ~ 30% lower than that of the latter. In this paper, the checking method of the seismic capacity of this kind of wall is given.