Experimental Test and Validation of a Direction- and Displacement-Dependent Viscous Damper-Reference-Cited by-同舟云学术

Experimental Test and Validation of a Direction- and Displacement-Dependent Viscous Damper

Published:2017-11 Issue:11 Volume:143 Page:04017132
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Hazaveh Nikoo K.¹^ORCID,Rodgers Geoffrey W.²,Chase J. Geoffrey³,Pampanin Stefano⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand (corresponding author). ORCID: .

2. Associate Professor, Dept. of Mechanical Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand.

3. Distinguished Professor, Dept. of Mechanical Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand.

4. Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand; Professor, Dept. of Structural and Geotechnical Engineering, Sapienza Univ. of Rome, 00185 Rome, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001354

Reference12 articles.

1. Performance evaluation of passive damping systems for the seismic retrofit of steel moment-resisting frames subjected to near-field ground motions;Filiatrault A.;Earthquake Spectra,2001

2. Hazaveh N. K. Chase J. G. Rodgers G. W. and Pampanin S. (2015). “Control of structural response with a new semi-active viscous damping device.” Proc. 8th Int. Conf. on Behavior of Steel Structures in Seismic Areas Tongji Univ. Shanghai China.

3. Hazaveh N. K. Pampanin S. Rodgers G. and Chase J. (2014). “Novel semi-active viscous damping device for reshaping structural response.” Proc. Sixth World Conf. of the Int. Association for Structural Control and Monitoring International Center for Numerical Methods in Engineering Barcelona Spain.

4. Reshaping structural hysteresis response with semi-active viscous damping;Hazaveh N. K.;Bull. Earthquake Eng.,2017

5. Damping reduction factors and code-based design equation for structures using semi-active viscous dampers;Hazaveh N. K.;Earthquake Eng. Struct. Dyn.,2016

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