Seismic behaviour of eccentrically compressed steel-box bridge-pier columns with embedded energy-dissipating shell plates-Reference-Cited by-同舟云学术

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Seismic behaviour of eccentrically compressed steel-box bridge-pier columns with embedded energy-dissipating shell plates

Published:2020-03-28 Issue:7 Volume:18 Page:3401-3432
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Li Haifeng^ORCID,Lv Kunde,Cui Runsheng

Funder

National Natural Science Foundation of China

Natural Science Foundation of Fujian Province

Promotion Program for Young and Middle-aged Teacher in Science and Technology Research of Huaqiao University

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-020-00830-2.pdf

Reference41 articles.

1. Al-Kaseasbeh Q, Mamaghani IHP (2019) Buckling strength and ductility evaluation of thin-walled steel stiffened square box columns with uniform and graded thickness under cyclic loading. Eng Struct 186:498–507

2. Aoki T, Takaku T, Fukumoto Y, Susantha KSA (2008) Experimental investigation for seismic performance of framed structures having longitudinally profiled plates. J Constr Steel Res 64:875–881

3. Bruneau M (1998) Performance of steel bridges during the 1995 Hyogoken-Nanbu (Kobe, Japan) earthquake—a North American perspective. Eng Struct 20(12):1063–1078

4. Cetinkaya OT, Nakamura S, Takahashi K (2009) Ultimate strain of stiffened steel box sections under bending moment and axial force fluctuations. Eng Struct 31:778–787

5. Chen SJ, Chen J (2009) Steel bridge columns with pre-selected plastic zone for seismic resistance. Thin-Walled Struct 47:31–38

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