期刊文献+

Analytical exploration of γ-function explicit method for pseudodynamic testing of nonlinear systems 被引量:2

Analytical exploration of γ-function explicit method for pseudodynamic testing of nonlinear systems
下载PDF
导出
摘要 It has been well studied that the γ-function explicit method can be effective in providing favorable numerical dissipation for linear elastic systems. However, its performance for nonlinear systems is unclear due to a lack of analytical evaluation techniques. Thus, a novel technique is proposed herein to evaluate its efficiency for application to nonlinear systems by introducing two parameters to describe the stiffness change. As a result, the numerical properties and error propagation characteristics of the γ-function explicit method for the pseudodynamic testing of a nonlinear system are analytically assessed. It is found that the upper stability limit decreases as the step degree of nonlinearity increases; and it increases as the current degree of nonlinearity increases. It is also shown that this integration method provides favorable numerical dissipation not only for linear elastic systems but also for nonlinear systems. Furthermore, error propagation analysis reveals that the numerical dissipation can effectively suppress the severe error propagation of high frequency modes while the low frequency responses are almost unaffected for both linear elastic and nonlinear systems. It has been well studied that the γ-function explicit method can be effective in providing favorable numerical dissipation for linear elastic systems. However, its performance for nonlinear systems is unclear due to a lack of analytical evaluation techniques. Thus, a novel technique is proposed herein to evaluate its efficiency for application to nonlinear systems by introducing two parameters to describe the stiffness change. As a result, the numerical properties and error propagation characteristics of the γ-function explicit method for the pseudodynamic testing of a nonlinear system are analytically assessed. It is found that the upper stability limit decreases as the step degree of nonlinearity increases; and it increases as the current degree of nonlinearity increases. It is also shown that this integration method provides favorable numerical dissipation not only for linear elastic systems but also for nonlinear systems. Furthermore, error propagation analysis reveals that the numerical dissipation can effectively suppress the severe error propagation of high frequency modes while the low frequency responses are almost unaffected for both linear elastic and nonlinear systems.
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2005年第1期117-127,共11页 地震工程与工程振动(英文刊)
基金 National Science Council. Chinese Taipei, Under Grant No. NSC-92-2211-E-027-015
关键词 pseudodynamic test nonlinear error propagation numerical dissipation pseudodynamic test nonlinear error propagation numerical dissipation
  • 相关文献

参考文献10

  • 1Chang SY."Improved Numerical Dissipation for Explicit Methods in Pseudodynamic Tests,"[].Earthquake Engineering and Structural Dynamics.1997
  • 2Chang,SY.Nonlinear Error Propagation Analysis for Explicit Pseudodynamic Algorithm[].Journal of Engineering.2003
  • 3Chang S Y.Explicit pseudodynamic algorithm with unconditional stability[].Journal of Engineering.2002
  • 4Chang,SY.Unconditional Stability for Explicit Pseudodynamic Testing[].Structural Engineer.2004
  • 5Chang,S.Y.Error Propagation in Implicit Pseudodynamic Testing of Nonlinear Systems[].Journal of Engineering.2005
  • 6Chung J,Hulbert G.A time integration algorithm for structural dynamics with improved numerical dissipation:The generalized-a method[].ASME Journal of Applied Mechanics.1993
  • 7Hilber,HM,Hughes,TJR,Taylor,RL.Improved numerical dissipation for time integration algorithms in structural dynamics[].Earthquake Engineering and Structural Dynamics.1977
  • 8Nakashima,M,Akazawa,T,Sakaguchi,O.Integration Method Capable of Controlling Experimental Error Growth in Substructure Pseudodynamic Test[].Journal of Structural Construction and Engineering AIJ.1993
  • 9N. M. Newmark.A method of computation for structural dynamics[].Journal of the Engineering Mechanics Division.1959
  • 10R.Peek,W.-H.Yi.‘Error Analysis for the Pseudodynamic Test Method, I: Analysis’[].Journal of engineering mechanics ASCE.1990

同被引文献4

引证文献2

二级引证文献9

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部