Structural reliability of multistory buildings during construction

被引:35
|
作者
Epaarachchi, DC [1 ]
Stewart, MG
Rosowsky, DV
机构
[1] Univ Newcastle, Dept Civil Surveying & Environm Engn, Newcastle, NSW 2308, Australia
[2] Oregon State Univ, Dept Wood Sci & Engn, Corvallis, OR 97331 USA
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2002年 / 128卷 / 02期
关键词
buildings; multistory; structural reliability; concrete; reinforced; probability; construction;
D O I
10.1061/(ASCE)0733-9445(2002)128:2(205)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The paper develops a probabilistic model to estimate the probability of structural collapse (system risk) during the construction of typical multistory reinforced concrete buildings. The influence of the number of levels of shoring/reshoring, construction cycle and concreting workmanship (curing and compaction), concrete grade, and number of floors of the building on system risk is included in the analysis. It was found that poor concreting workmanship is more detrimental to system risk than reducing the construction cycle by a few days. It was found also that if the design process ignores construction loading on the slab during construction, then a dramatic loss of structural safety can occur.
引用
收藏
页码:205 / 213
页数:9
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