Numerical simulations of a highway bridge structure employing passive negative stiffness device for seismic protection-Reference-Cited by-同舟云学术

Numerical simulations of a highway bridge structure employing passive negative stiffness device for seismic protection

Published:2014-10-20 Issue:6 Volume:44 Page:973-995
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Attary Navid¹^ORCID,Symans Michael¹,Nagarajaiah Satish²,Reinhorn Andrei M.³,Constantinou Michael C.³,Sarlis Apostolos A.³,Pasala Dharma T. R.²,Taylor Douglas⁴

Affiliation:

1. Department of Civil and Environmental Engineering; Rensselaer Polytechnic Institute; Troy NY USA

2. Department of Civil Eng. and Mech. Eng; Rice University; Houston TX 77005 USA

3. Department of Civil, Structural, and Environmental Engineering; University at Buffalo; NY USA

4. Taylor Devices, Inc.; North Tonawanda NY USA

Funder

National Science Foundation

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2495/fullpdf

Reference30 articles.

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3. Semi-Active Control of Sliding Isolated Bridges Using MR Dampers: An Experimental and Numerical Study;Sahasrabudhe;Earthquake Engineering and Structural Dynamics,2005

4. Effectiveness of Variable Stiffness Systems in Base-isolated Bridges Subjected to Near-fault Earthquakes: An Experimental and Analytical Study;Sahasrabudhe;Journal of Intelligent Material Systems and Structures,2005

5. Application of pseudo-negative stiffness control to the benchmark cable-stayed bridge;Iemura;Journal of Structural Control,2003

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