Time Domain Identification of Frames under Earthquake Loadings-Reference-Cited by-同舟云学术

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Time Domain Identification of Frames under Earthquake Loadings

Published:2000-07 Issue:7 Volume:126 Page:693-703
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Loh Chin-Hsiung¹²³⁴,Lin Chi-Ying¹²³⁴,Huang Chih-Chieh¹²³⁴

Affiliation:

1. Member, ASCE

2. Prof., Dept. of Civ. Engrg., Nat. Taiwan Univ., Taipei, Taiwan; and Dir. of Nat. Ctr. for Res. on Earthquake Engrg., Taipei, Taiwan.

3. Grad. Student, Dept. of Civ. Engrg., Nat. Taiwan Univ., Taipei, Taiwan.

4. Res. Asst., Dept. of Civ. Engrg., Nat. Taiwan Univ., Taipei, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282000%29126%3A7%28693%29

Reference26 articles.

1. System Identification Approach to Detection of Structural Changes

2. Bendat J. S. Palo P. A. and Coppolino R. N. (1992). “A general identification technique for nonlinear differential equation of motion.” Probabilistic Engrg. Mech. 7 43–61.

3. Billings B. A. and Tsang K. M. (1989). “Spectral analysis for nonlinear system part I: Parametric nonlinear spectral analysis.” Mech. Sys. and Signal Processings 3(4) 319–339.

4. Billings S. A. Tsang K. M. and Tomlinson G. R. (1990). “Spectral analysis for nonlinear systems part III: Case study examples.” Mech. Sys. and Signal Processings 4(1) 3–21.

5. Caravani P. Watson M. L. and Thomson W. T. (1977). “Recursive least-square time domain identification of structural parameters.” J. Appl. Mech. ASME 44(3) 135–150.

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