[1]丁大钧.砖石结构设计中若干问题的商榷[J].东南大学学报(自然科学版),1980,10(2):90-104.[doi:10.3969/j.issn.1001-0505.1980.02.010]
 Ding Da-jun.Discussions on Some Problems in the Design of Masonry Structures[J].Journal of Southeast University (Natural Science Edition),1980,10(2):90-104.[doi:10.3969/j.issn.1001-0505.1980.02.010]
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砖石结构设计中若干问题的商榷()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
10
期数:
1980年第2期
页码:
90-104
栏目:
本刊信息
出版日期:
1980-06-20

文章信息/Info

Title:
Discussions on Some Problems in the Design of Masonry Structures
作者:
丁大钧
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Author(s):
Ding Da-jun
关键词:
小偏心受压 局部受压 承载能力 抗压强度 无筋砌体 试验结果 计算高度 应力图形 弹性模量 压应力
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1980.02.010
摘要:
本文对《砖石结构设计规范》GBJ3—73(试行)中常遇到的几个问题,提出初步看法。对偏心受压影响系数,从理论上探讨了改进的可能性。对四边支承墙的计算高度提出连续的计算公式。对局部受压计算,根据国内近期试验结果,提出解决一些实际问题的建议。
Abstract:
In this paper, the author gives his own opinions on several problems in the Design Code of Masonry Struetues GBJ 3—73. For the influence coefficient of eccentricity (eccentricity coefficient), the author endeavours to offer some theoretical explanation and makes an investigation for the possibility of improvement. For the computational height (effective length) of a wall supported on four sides, he suggests a set of three consistent formulas. For the calculation of bearing (on partial area), he gives some practical proposals based on recent test results in this country.
更新日期/Last Update: 2013-05-01