底層框架-抗震墻磚房的抗震性能
高小旺 李荷 王菁 肖偉 王金妹 孟鋼
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高小旺 李荷 王菁 肖偉 王金妹 孟鋼
（中國建筑科學研究院工程抗震研究所 北京 100013）[提要] 探討了決定底層框架-抗震墻磚房抗震性能的幾個問題，主要有：底層的鋼筋砼框架-抗震墻體系應(yīng)合理設(shè)置，底層鋼筋砼墻宜為帶邊框開豎縫的低矮墻，過渡樓層的抗剪和抗彎能力應(yīng)給予增強和底層與上部磚房的抗震能力宜相匹配等。
[關(guān)鍵詞] 底層框-剪磚房 抗震性能 豎縫 低矮剪力墻The problems of aseismic behaviour of multi-story brick buildings with frame and shear wall of first story are discussed. These mainly are:frame - shear walls structures in first story should be rationally designed; the low - rise shear walls should be with vertical seams in first story; shear and flexual capacity in second story should be enhanced; it should match aseismic capacity for first story with upper stories.
Keywords: aseismic behaviour; low - rise shear wall; vertical seams
