Evaluation of Damping Ratios for the Seismic Analysis of Tall Buildings-Reference-Cited by-同舟云学术

Evaluation of Damping Ratios for the Seismic Analysis of Tall Buildings

Published:2017-01 Issue:1 Volume:143 Page:04016144
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Cruz Cristian¹,Miranda Eduardo²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001628

Reference58 articles.

1. Beck J. L. (1978). “Determining models of structures from earthquake records.” Rep. No. EERL 78-01 Earthquake Engineering Research Laboratory California Institute of Technology Pasadena CA.

2. Beck J. L. (1996). “System identification methods applied to measured seismic response.” Proc. 11th World Conf. on Earthquake Engineering Elsevier New York.

3. Structural identification using linear models and earthquake records

4. First Mode Damping Ratios for Buildings

5. The motion and damping of buildings relative to seismic response spectra;Blume J. A.;Bull. Seismol. Soc. Am.,1970

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