Seismic Design of Reinforced Concrete Bridge Columns at Subfreezing Temperatures

被引：0

作者：

Montejo, Luis A. ^{[1
]}

Marx, Elmer

Kowalsky, Mervyn J. ^{[2
]}

机构：

[1] Univ Puerto Rico, Dept Engn Sci & Mat, Mayaguez, PR USA

[2] N Carolina State Univ, Dept Civil Construct & Environm Engn, Raleigh, NC 27695 USA

来源：

ACI STRUCTURAL JOURNAL | 2010年 / 107卷 / 04期

关键词：

columns; ductility; seismic; strength; temperature; BEHAVIOR; MODEL;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Past research has shown that reinforced concrete members exposed to the combined effect of extreme low temperatures and cyclic reversals undergo a gradual increase in strength and stiffness coupled with a reduction-in displacement capacity. This paper presents a methodology to quantify the effects of low temperatures on the seismic behavior of reinforced concrete bridge columns and provides appropriate design recommendations.

引用

页码：427 / 433

页数：7

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