Triply Coupled Vibration of Asymmetric Wall-Frame Structures-Reference-Cited by-同舟云学术

Triply Coupled Vibration of Asymmetric Wall-Frame Structures

Published:2000-08 Issue:8 Volume:126 Page:982-987
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ng S. C.¹²³,Kuang J. S.¹²³

Affiliation:

1. Member, ASCE

2. Res. Assoc., Dept. of Civ. Engrg., Hong Kong Univ. of Sci. and Technol., Clear Water Bay, Kowloon, Hong Kong.

3. Assoc. Prof., Dept. of Civ. Engrg., Hong Kong Univ. of Sci. and Technol., Clear Water Bay, Kowloon, Hong Kong.

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%290733-9445%282000%29126%3A8%28982%29

Reference14 articles.

1. Balendra T. Swaddiwudhipong S. Quek S. T. and Lee S. P. (1984). “Free vibration of asymmetric shear wall-frame buildings.” Earthquake Engrg. Struct. Dyn. 12 629–650.

2. “Dynamic characteristics of frame-wall systems.”;Basu A. K.;J. Struct. Div.,1982

3. Charts for Seismic Design of Frame‐Wall Systems

4. Chopra A. K. (1995). Dynamics of structures: Theory and applications to earthquake engineering Prentice-Hall Englewood Cliffs N.J.

5. Kuang J. S. and Ng S. C. (1999). “Coupled vibration analysis of asymmetric structural cores in tall buildings.” Res. Rep. Dept. of Civ. Engrg. Hong Kong University of Science and Technology Hong Kong.

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