Moment-rotation model of double-endplates replaceable beam-column joint-Reference-Cited by-同舟云学术

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Moment-rotation model of double-endplates replaceable beam-column joint

Published:2024-05-14 Issue:3 Volume:24 Page:
ISSN:2083-3318
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Arch. Civ. Mech. Eng.

Author:

Ma Xiaoming,Jiang Liqiang^ORCID,Hu Yi,Zhou Chen,Zheng Hong,Mi Yuxi

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hunan Province, China

Hunan Province science and technology project Huxiang young talents program

Xiaohe Sci-Tech Talents Special Funding under Hunan Provincial Sci-Tech Talents Sponsorship Program

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s43452-024-00962-1.pdf

Reference41 articles.

1. Jiang Z, Niu Z, Cheng K, Yan T, Zhang A. Experimental study of earthquake-resilient high ductility prefabricated opening-web steel channel beam-column joint. J Build Eng. 2022;49: 104041.

2. Jiang Z, Yang X, Dou C, Li C, Zhang A. Cyclic testing of replaceable damper: Earthquake-resilient prefabricated column-flange beam-column joint. Eng Struct. 2019;183:922–36.

3. Cabrero J, Bayo E. The semi-rigid behavior of three-dimensional steel beam-to-column joints subjected to proportional loading. J Constr Steel Res. 2007;63:1241–53.

4. Gracia J, Goñi R, Bayo E. Stiffness metamodelling of 2D bolted extended end-plate steel connections using modal decomposition. J Build Eng. 2021;34: 101925.

5. Wang M, Shi Y, Wang Y, Shi G. Numerical study on seismic behaviors of steel frame end-plate connections. J Constr Steel Res. 2013;90:140–52.

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