An efficient load effect combination method based on probability density evolution method

被引:9
作者
Wang, Dan [1 ]
Li, Jie [1 ,2 ]
机构
[1] Tongji Univ, Sch Civil Engn, 1239 Siping Rd, Shanghai 200092, Shanghai, Peoples R China
[2] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Load effect combination; Principle of load coincidence; Maximum combined load effect; Probability density evolution method; NONLINEAR COMBINATION; RELIABILITY; SPACE;
D O I
10.1016/j.strusafe.2022.102217
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a new updated extreme value method based on the probability density evolution method (PDEM) is proposed for the load effect combination of structures subjected to multiple time-varying loads. The live load processes over the structure's lifetime are modeled as the compound Poisson process. Using the continuous stochastic function representation of the load model and the principle of load coincidence, the load coincidence is expressed deterministically in the combined probability space formed by all the basic random variables. To evaluate the maximum combined load effect with an increasing time domain efficiently, an updated extreme value technology is introduced to reduce the corresponding computational cost. With the help of PDEM, the time-variant probability density function of the extreme value of the combined load effect can be obtained. Taking a reinforced concrete frame as an example, the effectiveness and efficiency of the proposed method is verified.
引用
收藏
页数:10
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