Seismic performance of bridges with novel SMA cable‐restrained high damping rubber bearings against near‐fault ground motions (English)
- New search for: Fang, Cheng
- New search for: Liang, Dong
- New search for: Zheng, Yue
- New search for: Lu, Shiyuan
- New search for: Fang, Cheng
- New search for: Liang, Dong
- New search for: Zheng, Yue
- New search for: Lu, Shiyuan
In:
Earthquake Engineering & Structural Dynamics
;
51
, 1
;
44-65
;
2022
- Article (Journal) / Electronic Resource
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Title:Seismic performance of bridges with novel SMA cable‐restrained high damping rubber bearings against near‐fault ground motions
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Contributors:
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Published in:Earthquake Engineering & Structural Dynamics ; 51, 1 ; 44-65
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Publisher:
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Publication date:2022-01-01
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Size:22 pages
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ISSN:
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DOI:
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Type of media:Article (Journal)
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Type of material:Electronic Resource
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Language:English
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Keywords:
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Source:
Table of contents – Volume 51, Issue 1
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 1
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Issue Information| 2022
- 3
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Seismic response of floor‐anchored nonstructural components fastened with yielding elementsFeinstein, Tal / Moehle, Jack P. et al. | 2022
- 22
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Probabilistic estimation of inelastic displacement demands in soil–structure interaction systems on cohesive soilsAvcı, Yaşar / Yazgan, Ufuk et al. | 2022
- 44
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Seismic performance of bridges with novel SMA cable‐restrained high damping rubber bearings against near‐fault ground motionsFang, Cheng / Liang, Dong / Zheng, Yue / Lu, Shiyuan et al. | 2022
- 66
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Test, analysis, and design of ovally‐perforated vertically‐flexible steel plate shear wall (OVSPW)Shen, Shao‐Dong / Kurata, Masahiro / Pan, Peng / He, Zhi‐Zhou et al. | 2022
- 86
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A Woodbury solution method for efficient seismic collapse analysis of space truss structures based on hybrid nonlinearity separationYu, Ding‐Hao / Li, Gang / Li, Hong‐Nan et al. | 2022
- 108
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Modeling of rocking frames under seismic loadingDiamantopoulos, Spyridon / Fragiadakis, Michalis et al. | 2022
- 129
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Significant duration predictive models developed from strong‐motion data of thrust‐faulting earthquakes recorded in Mexico CityLópez‐Castañeda, Alhelí S. / Reinoso, Eduardo et al. | 2022
- 153
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Physical parameters identification for full‐scale ten‐story reinforced concrete building with degrading tri‐linear model by modal iterative error correction methodUesaka, Takuya / Nabeshima, Kunihiko / Nakamura, Naohiro / Suzuki, Takuya et al. | 2022
- 169
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Shaking table tests of a full‐scale flat‐bottom manufactured steel silo filled with wheat: Main results on the fixed‐base configurationSilvestri, Stefano / Mansour, Sulyman / Marra, Matteo / Distl, Johann / Furinghetti, Marco / Lanese, Igor / Hernández‐Montes, Enrique / Neri, Caterina / Palermo, Michele / Pavese, Alberto et al. | 2022
- 191
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A simplified approach for including the incidence angle effect in seismic risk assessmentVargas‐Alzate, Yeudy Felipe / Silva, Vitor / Vamvatsikos, Dimitrios / Pujades, Lluis Gonzaga et al. | 2022
- 213
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Shaking table tests of a resilient bridge system with precast reinforced concrete columns equipped with springsReggiani Manzo, Natalia / Vassiliou, Michalis F. / Mouzakis, Harris / Badogiannis, Efstratios et al. | 2022
- 240
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Forward modeling of Rayleigh surface waves for analytical characterization of dominant dispersion trendsLin, Shibin / Yi, Ting‐Hua / Ashlock, Jeramy / Gucunski, Nenad et al. | 2022