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谈底部框架--抗震墙砖房的抗震概念设计
引用本文:郭华,马三平. 谈底部框架--抗震墙砖房的抗震概念设计[J]. 山西建筑, 2004, 30(4): 11-12
作者姓名:郭华  马三平
作者单位:山西省石油公司,山西,太原,030024
摘    要:基于底部框架—抗震墙砖房的结构特点 ,结合GB 5 0 0 11 2 0 0 1建筑抗震设计规范 ,提出了底部框架层、过渡层、上部砌体结构等结构体系的抗震设计要点 ,从而提高了房屋的整体抗震性能

关 键 词:底部框架  砌体房屋  抗震设计
文章编号:1009-6825(2004)04-0011-02
修稿时间:2003-12-14

Seismic conceptual design of brick masonry building with frame-shear wall structure at first two stories
GUO Hua MA San ping. Seismic conceptual design of brick masonry building with frame-shear wall structure at first two stories[J]. Shanxi Architecture, 2004, 30(4): 11-12
Authors:GUO Hua MA San ping
Affiliation:GUO Hua 1 MA San ping 2
Abstract:Combined with aseismic design code for buildings (GB50011 2001) the structural features of brick masonry building with frame shear wall structure at first two stories are introduced. Discussion is also carried out according to seismic design in substructure, transition layer and upper masonry structure in order to improve integral seismic performance of buildings.
Keywords:substructure   masonry building   seismic deign
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