[1]孙丽珍,李桂美,陈臻..砖混结构抗震设计中一些问题的探讨[J].郑州大学学报(工学版),1999,20(03):110-112.[doi:10.3969/j.issn.1671-6833.1999.03.038]
 SUN Lizhen,LI Guimei,Chen Zhen.Discussion on some problems in the seismic design of brick-concrete structures[J].Journal of Zhengzhou University (Engineering Science),1999,20(03):110-112.[doi:10.3969/j.issn.1671-6833.1999.03.038]
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砖混结构抗震设计中一些问题的探讨()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
20
期数:
1999年03期
页码:
110-112
栏目:
出版日期:
1999-01-01

文章信息/Info

Title:
Discussion on some problems in the seismic design of brick-concrete structures
作者:
孙丽珍李桂美陈臻.
濮阳市规划建筑设计研究院,河南濮阳,457000, 黄河水利委员会机关服务局,河南 郑州,450003
Author(s):
SUN Lizhen; LI Guimei; Chen Zhen
关键词:
震害 构造措施 抗震验算 施工质量
Keywords:
DOI:
10.3969/j.issn.1671-6833.1999.03.038
文献标志码:
A
摘要:
首先对砖混结构的震害进行分析,使砌体结构在强烈地震作用下发生破坏的外因是地震动,内因是结构特性.提出多层砖混结构抗震构造措施,规范规定的构造措施都是为了保证房屋的整体性,增大延性.在多层砌体房屋抗震验算中,指出多层砖混结构抗震验算的实质是对墙体的水平抗剪强度进行复核.并探讨了建筑物采取的抗震措施,包括建筑结构的隔震减震、施工质量以及目前多层砖房施工中存在的问题,对多层砌体房屋抗震设计具有重要的意义.
Abstract:
Firstly, the seismic damage of the brick-concrete structure is analyzed, and the external cause of the failure of the masonry structure under the action of strong earthquake is ground motion, and the internal cause is the structural characteristics. Seismic structural measures for multi-layer brick-concrete structures are proposed, and the structural measures stipulated in the specification are all to ensure the integrity of the house and increase the ductility. In the seismic test of multi-storey masonry houses, it is pointed out that the essence of seismic verification of multi-layer brick-concrete structure is to review the horizontal shear strength of the wall. The seismic measures taken by the building, including the seismic isolation and damping of the building structure, the construction quality and the problems existing in the current construction of multi-storey brick houses, are discussed, which are of great significance to the seismic design of multi-storey masonry houses.

更新日期/Last Update: 1900-01-01