Optimum distribution of added viscoelastic dampers for mitigation of torsional responses of plan-wise asymmetric structures-Reference-Cited by-同舟云学术

Optimum distribution of added viscoelastic dampers for mitigation of torsional responses of plan-wise asymmetric structures

Published:2002-10 Issue:10 Volume:24 Page:1257-1269
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Kim Jinkoo,Bang Sunghyuk

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference12 articles.

1. Earthquake response of torsionally-coupled frame buildings;Hejal;J Struct Eng ASCE,1989

2. A modified static procedure for the design of torsionally unbalanced multistory frame buildings;Chandler;Earthquake Eng and Struct Dyn,1993

3. A simplified model for analysis and design of asymmetric-plan buildings;De La Llera;Earthquake Eng and Struct Dyn,1995

4. The influence of stiffness and strength eccentricities on the inelastic earthquake response of asymmetric structures;Bugeja;Eng Structures,1999

5. Goel, R.K., Effects of Supplemental Damping on Earthquake Response of Asymmetric Buildings, 6th US National Conference on Earthquake Engineering, Seattle, 1998.

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