Progressive collapse behavior of joints in steel moment frames involving reduced beam section-Reference-Cited by-同舟云学术

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Progressive collapse behavior of joints in steel moment frames involving reduced beam section

Published:2020-12 Issue: Volume:225 Page:111297
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Chen Canwen,Qiao Huiyun,Wang Jinpeng,Chen Yu

Funder

National Natural Science Foundation of China

Program for New Century Excellent Talents in University

NCET

Fujian University of Technology

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference43 articles.

1. Reduced beam section moment connections subjected to cyclic loading: Experimental analysis and FEM simulation;Pachoumis;Eng Struct,2009

2. FEMA-350. Recommended seismic design criteria for new steel moment-frame buildings; 2000.

3. Promotion of cyclic behavior of reduced beam section connections restraining beam web to local buckling;Deylami;Thin Walled Struct,2013

4. Seismic design of reduced beam section steel moment connections with bolted web attachment;Lee;J Constr Steel Res,2017

5. Parametric analysis on the circular CFST column and RBS steel beam joints;Li;Materials,2019

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1. Progressive collapse behavior of beam–column structures with corrugated web openings;Journal of Constructional Steel Research;2024-12

2. Experimental study on a novel reduced beam section self consolidating concrete‐filled double steel tube;Structural Concrete;2024-08-02

3. Enhancing the Collapse Resistance of a Composite Subassembly with Fully Welded Joints Using Sliding Inner Cores;Journal of Structural Engineering;2024-08

4. Research on the anti-collapse performance of steel frame structures with infilled walls in the form of reduced beam sections connections;Journal of Building Engineering;2024-08

5. Experimental study on large deflections of beam–column joints with reinforced flange plates;Journal of Constructional Steel Research;2024-06

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