EQUIVALENT FORCE CONTROL METHOD WITH ACCELERATION CORRECTION FOR REAL-TIME SUBSTRUCTURE TESTING OF A SPLIT-MASS SYSTEM
Real-time substructure testing (RST) is a hybrid simulation technique recently developed to evaluate structural dynamical responses,and the equivalent force control (EFC) method is an implementation scheme of RST using implicit integrations. This paper proposes an acceleration correction scheme to improve the coupling between two substructures. Stability analyses of the EFC method on a split mass system are conducted to illustrate the effectiveness of the correction. Analysis results show that the correction improve stability and accuracy of the method. In addition,the mass ratio of the physical mass to the numerical mass is no more a constraint for test design. Finally,simulations are used to support analytical results.
Real-time substructure testing Specimen mass Equivalent force control method Acceleration correction
Zhen Wang O. S. Bursi Bin Wu
Department of Mechanical and Structural Engineering,University of Trento,Povo (TN),38123,Italy Schoo Department of Mechanical and Structural Engineering,University of Trento,Povo (TN),38123,Italy School of Civil Engineering,Harbin Institute of Technology,Harbin 150091,China
国际会议
The Eleventh International Symposium on Structural Engineering(第十一届结构工程国际研讨会)
广州
英文
982-987
2010-12-01(万方平台首次上网日期,不代表论文的发表时间)