Reliability of elastic-plastic bar systems loaded dynamically

被引:0
作者
Sieniawska, R [1 ]
Wysocka, A [1 ]
Zukowski, S [1 ]
机构
[1] Wroclaw Univ Technol, Inst Civil Engn, PL-50370 Wroclaw, Poland
来源
ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK | 2001年 / 81卷
关键词
D O I
暂无
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
An approach for calculating the reliability and sensitivity of elastic-plastic systems loaded dynamically is presented. The algorithm integrates the random nature of static and dynamic load with elastic-plastic strains of the structure. For the dynamic calculations the COSMOS system has been used and for calculating the reliability index and sensitivities the STRUREL system has been applied. Some example results of a roof grid are shown.
引用
收藏
页码:S643 / S644
页数:2
相关论文
共 3 条
[1]   EXTENDED DISPLACEMENT BOUND THEOREMS FOR CONTINUA SUBJECTED TO DYNAMIC LOADING [J].
CAPURSO, M .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1975, 23 (02) :113-122
[2]   SHAKEDOWN IN ELASTIC-PLASTIC SYSTEMS UNDER DYNAMIC LOADINGS [J].
HO, HS .
JOURNAL OF APPLIED MECHANICS, 1972, 39 (02) :416-&
[3]  
Polizzotto C., 1984, Meccanica, V19, P133, DOI 10.1007/BF01560461