PDEM-based dimension-reduction of FPK equation for additively excited hysteretic nonlinear systems
被引:18
|
作者:
Chen, Jianbing
论文数: 0引用数: 0
h-index: 0
机构:
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
Tongji Univ, Sch Civil Engn, Shanghai 200092, Peoples R ChinaTongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
Chen, Jianbing
[1
,2
]
Yuan, Shurong
论文数: 0引用数: 0
h-index: 0
机构:
East China Elect Power Design Inst, Shanghai 200063, Peoples R ChinaTongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
Yuan, Shurong
[3
]
机构:
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Sch Civil Engn, Shanghai 200092, Peoples R China
[3] East China Elect Power Design Inst, Shanghai 200063, Peoples R China
FPK equation;
Hysteresis;
Probability density evolution method;
Probability flux;
Finite difference method;
RESPONSE-EXCITATION;
RANDOM VIBRATION;
PROBABILITY;
PRESERVATION;
STATIONARY;
PRINCIPLE;
CUBATURE;
JOINT;
D O I:
10.1016/j.probengmech.2014.05.002
中图分类号:
TH [机械、仪表工业];
学科分类号:
0802 ;
摘要:
Engineering structures usually exhibit hysteretic property when they are subjected to disastrous loadings such as earthquakes, strong wind and huge waves. The solution of FPK equation related to such complex systems are of great significance but is still an extremely challenging problem. In the present paper, the FPK equation for hysteretic systems is studied and the dimension is reduced to render an efficient numerical solution. The equivalence of probability flux in two different treatments, i.e., in the FPK equation which is based on the state space description and in the generalized density evolution equation which is mainly based on the random event description, are first examined. Then the FPK equation for additively excited multi-degree-of-freedom structures exhibiting nonlinear behaviors, including hysteresis together with strength degradation and stiffness degradation, is discussed. By invoking the basic idea of equivalence of probability flux, an equivalent probability flux due to drift could be constructed by the probability density evolution method (PDEM) instead of the direct coupled high-dimensional integral. Numerical implementation procedure is outlined. Two numerical examples are illustrated. Problems to be further studied are discussed. (C) 2014 Elsevier Ltd. All rights reserved.
机构:
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
Tongji Univ, Sch Civil Engn, Shanghai 200092, Peoples R ChinaTongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
Chen, Jianbing
Yuan, Shurong
论文数: 0引用数: 0
h-index: 0
机构:
East China Elect Power Design Inst, Shanghai 200063, Peoples R ChinaTongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
机构:
State Key Laboratory of Disaster Reduction in Civil Engineering & School of Civil Engineering, Tongji UniversityState Key Laboratory of Disaster Reduction in Civil Engineering & School of Civil Engineering, Tongji University
Jianbing Chen
Peihui Lin
论文数: 0引用数: 0
h-index: 0
机构:
State Key Laboratory of Disaster Reduction in Civil Engineering & School of Civil Engineering, Tongji UniversityState Key Laboratory of Disaster Reduction in Civil Engineering & School of Civil Engineering, Tongji University
机构:
Xi An Jiao Tong Univ, State Key Lab Strength & Vibrat, Xian 710049, Peoples R ChinaXi An Jiao Tong Univ, State Key Lab Strength & Vibrat, Xian 710049, Peoples R China
Fan, Shan
Hong, Ling
论文数: 0引用数: 0
h-index: 0
机构:
Xi An Jiao Tong Univ, State Key Lab Strength & Vibrat, Xian 710049, Peoples R ChinaXi An Jiao Tong Univ, State Key Lab Strength & Vibrat, Xian 710049, Peoples R China
Hong, Ling
Jiang, Jun
论文数: 0引用数: 0
h-index: 0
机构:
Xi An Jiao Tong Univ, State Key Lab Strength & Vibrat, Xian 710049, Peoples R ChinaXi An Jiao Tong Univ, State Key Lab Strength & Vibrat, Xian 710049, Peoples R China