[1]王新玲,刘立新.关于砌体结构中偏心距计算的讨论[J].郑州大学学报(工学版),1994,15(01):40-44.
　Wang Xinling,Liu Lixin.Discussion on the calculation of eccentric distance in the masonry structure[J].Journal of Zhengzhou University (Engineering Science),1994,15(01):40-44.
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关于砌体结构中偏心距计算的讨论()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
15卷
期数:
1994年01期
页码:
40-44
栏目:
出版日期:
1994-01-28

文章信息/Info

Title:
Discussion on the calculation of eccentric distance in the masonry structure
作者:
王新玲; 刘立新
郑州工学院土建系
Author(s):
Wang Xinling;  Liu Lixin
The Department of Civil Construction of Zhengzhou Institute of Technology
关键词:
砌体结构; 偏心距
Keywords:
Structure of masonry;  eccentric distance
文献标志码:
A
摘要:
本文针对砌体结构新规范中偏心距ｅ的计算方法进行了讨论，并得出对一般多（单）层混合结构房屋承重墙、柱（地下室外墙除外）可采用荷载设计值来计算偏心距、以简化计算。
Abstract:
This article discusses the calculation method of eccentric distance E in the new specifications of the masonry structure, and obtained the load design value of the housing load -bearing wall and column (except the underground outdoor wall) of the general (single) layer of mixed structures.

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[4]杨卫忠.砌体局部均匀受压强度计算[J].郑州大学学报(工学版),1998,19(01):64.
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更新日期/Last Update: 1900-01-01