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Seismic performance of bridges with novel SMA cable‐restrained high damping rubber bearings against near‐fault ground motions
Author(s):
Cheng Fang
1
,
Dong Liang
1
,
Yue Zheng
2
,
Shiyuan Lu
2
Publication date
(Electronic):
October 13 2021
Journal:
Earthquake Engineering & Structural Dynamics
Publisher:
Wiley
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Planning for the future: International Development Planning Review & the UN Sustainable Development Goals (SDGs)
Most cited references
67
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Recent advances in nonlinear passive vibration isolators
R.A. Ibrahim
(2008)
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Near‐Source Ground Motion and its Effects on Flexible Buildings
Thomas H. Heaton
,
John F Hall
,
Marvin Halling
…
(1995)
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Magnitude scaling of the near fault rupture directivity pulse
Paul Somerville
(2003)
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Author and article information
Contributors
Cheng Fang:
(View ORCID Profile)
Yue Zheng:
(View ORCID Profile)
Journal
Title:
Earthquake Engineering & Structural Dynamics
Abbreviated Title:
Earthq Engng Struct Dyn
Publisher:
Wiley
ISSN (Print):
0098-8847
ISSN (Electronic):
1096-9845
Publication date Created:
January 2022
Publication date (Electronic):
October 13 2021
Publication date (Print):
January 2022
Volume
: 51
Issue
: 1
Pages
: 44-65
Affiliations
[
1
]
Department of Structural Engineering School of Civil Engineering Tongji University Shanghai China
[
2
]
Department of Bridge Engineering School of Civil Engineering Tongji University Shanghai China
Article
DOI:
10.1002/eqe.3555
SO-VID:
196b87a9-6263-4b39-98fc-573ff247791f
Copyright ©
© 2022
License:
http://onlinelibrary.wiley.com/termsAndConditions#vor
http://doi.wiley.com/10.1002/tdm_license_1.1
History
Data availability:
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