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
收藏
页码：427 / 433
页数：7
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