Numerical and Experimental Study on the Seismic Performance of a Steel Frame with Grooved Fully Bolted Connections-Reference-Cited by-同舟云学术

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Numerical and Experimental Study on the Seismic Performance of a Steel Frame with Grooved Fully Bolted Connections

Published:2024-05-20 Issue: Volume: Page:
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Liang Yu,Ao Bin,Chen Anying^ORCID,Jiang Qing,Wang Zhaoyang,Wang Hanqin

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s40999-023-00934-1.pdf

Reference23 articles.

1. (2017) GB 500017–2017 Code for design of steel structures. Beijing: China Architecture & Building Press, (in Chinese).

2. Miller DK (1998) Lessons learned from the northridge earthquake. Eng Struct 20(4–6):249–260

3. Nakashima M, Inoue K, Tada M (1998) Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake. Eng Struct 20(4–6):271–281

4. Ricles JM, Peng SW, Lu LW (2004) Seismic behavior of composite concrete filled steel tube column-wide flange beam moment connections. J Struct Eng 130(2):223–232

5. Lai-Yun Wu, Chung L-L, Tsai S-F et al (2005) Seismic behavior of bolted beam-to-column connections for conerete filled steel tube. J Constr Steel Res 61:1387–1410

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