[1]张达勇,刘立新,谢丽丽..带构造柱墙的高厚比验算探讨[J].郑州大学学报(工学版),1999,20(04):82-85.[doi:10.3969/j.issn.1671-6833.1999.04.026]
　ZHANG Dayong,LIU Lixin,Xie Lili.Discussion on the height to thickness ratio of the wall with structural columns[J].Journal of Zhengzhou University (Engineering Science),1999,20(04):82-85.[doi:10.3969/j.issn.1671-6833.1999.04.026]

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带构造柱墙的高厚比验算探讨()

分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:

20

期数:

1999年04期

页码:

82-85

栏目:

出版日期:

1999-01-01

文章信息/Info

Title:

Discussion on the height to thickness ratio of the wall with structural columns

作者:

张达勇; 刘立新; 谢丽丽.

郑州工业大学土木建筑工程学院,河南,郑州,450002

Author(s):

ZHANG Dayong; LIU Lixin; Xie Lili

关键词:

砌体;  高厚比;  构造柱

Keywords:

masonry;  High thickness ratio;  Construct columns

DOI:

10.3969/j.issn.1671-6833.1999.04.026

文献标志码:

A

摘要:

由于抗震设计的要求,许多砌体墙设有构造柱,其允许高厚比限值发生变化,验算法需进行修正.根据压杆稳定理论,分析了带构造柱墙和不带构造柱墙允许高厚比限值的差异,并对现行砌体结构设计规范中各类墙体考虑构造柱影响后的允许高厚比限值进行了计算比较,指出当构造柱间距在一定范围内时,墙体的允许高厚比限值可提高10%～20%.可供砌体结构规范修订参考.

Abstract:

Due to the requirements of seismic design, many masonry walls are equipped with structural columns, which allow the height to thickness ratio limit to change, and the test algorithm needs to be corrected. According to the pressure bar stability theory, the difference between the allowable height to thickness ratio limit of the wall with and without structural column is analyzed, and the allowable height to thickness ratio limit of various types of walls considering the influence of structural column in the current masonry structure design code is calculated and compared, and it is pointed out that when the spacing of the structural column is within a certain range, the allowable height to thickness ratio limit of the wall can be increased by 10%~20%.

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