Creep effects on prestressed cable stayed bridges

被引：0
|
作者：
Cabrera, FMY [1 ]
Malerba, PG [1 ]
Bontempi, F [1 ]
Biondini, F [1 ]
机构：
[1] Politecn Milan, Dept Struct Engn, I-20133 Milan, Italy
来源：
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTING IN CIVIL AND BUILDING ENGINEERING, VOLS 1-4 | 1997年
关键词：
D O I：
暂无
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
An algebraic technique based on the Age Adjusted Effective Modulus Methods and suitable for the analysis of the time dependent effects on the cable stayed bridges is presented.
引用
收藏
页码：467 / 472
页数：4
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