Explicit Pseudodynamic Algorithm with Unconditional Stability-Reference-Cited by-同舟云学术

Explicit Pseudodynamic Algorithm with Unconditional Stability

Published:2002-09 Issue:9 Volume:128 Page:935-947
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Chang Shuenn-Yih¹

Affiliation:

1. Associate Research Fellow, National Center for Research on Earthquake Engineering, 200, Section 3, Hsinhai Rd., Taipei 106, Taiwan, Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282002%29128%3A9%28935%29

Reference25 articles.

1. Stability and accuracy analysis of direct integration methods

2. Belytschko T. and Hughes T. J. R. (1983). Computational methods for transient analysis Elsevier Science North-Holland Amsterdam.

3. Chang S. Y. (1996). “The smoothing effect in structural dynamics and pseudodynamic tests.” Rep. No. NCREE-96-008 National Center for Research on Earthquake Engineering National Taiwan Univ. Taipei Taiwan Republic of China.

4. Improved numerical dissipation for explicit methods in pseudodynamic tests

5. Chang S. Y. (1999). “An unconditionally stable explicit algorithm in time history analysis.” Rep. No. NCREE-99-001 National Center for Research on Earthquake Engineering National Taiwan Univ. Taipei Taiwan Republic of China.

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