Full-Scale Testing of a Viscoelastic Coupling Damper for High-Rise Building Applications and Comparative Evaluation of Different Numerical Models-Reference-Cited by-同舟云学术

Full-Scale Testing of a Viscoelastic Coupling Damper for High-Rise Building Applications and Comparative Evaluation of Different Numerical Models

Published:2019-02 Issue:2 Volume:145 Page:04018242
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pant Deepak R.¹,Montgomery Michael²,Christopoulos Constantin³

Affiliation:

1. Senior Associate, Kinetica, 1235 Bay St., Suite 1004, Toronto, ON, Canada M5R 3K4; formerly, Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.

2. Chief Structural Engineer, Kinetica, 1235 Bay St., Suite 1004, Toronto, ON, Canada M5R 3K4.

3. Professor and Canada Research Chair in Seismic Resilience of Infrastructure, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4 (corresponding author).

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.0002246

Reference44 articles.

1. Aiken I. D. J. M. Kelly and P. Mahmoodi. 1990. “The application of viscoelastic dampers to seismically resistant structures.” In Proc. 4th US National Conf. on Earthquake Engineering. Oakland CA: Earthquake Engineering Research Institute.

2. Evolutionary Model of Viscoelastic Dampers for Structural Applications

3. Asano M. H. Masahiko and M. Yamamoto. 2000. “The experimental study on viscoelastic material dampers and the formulation of analytical model.” In Proc. 12th World Conf. on Earthquake Engineering. Wellington New Zealand: International Association for Earthquake Engineering.

4. Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high-rise buildings

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