Post-buckling ductile fracture analysis of panel zones in welded steel beam-to-column connections-Reference-Cited by-同舟云学术

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Post-buckling ductile fracture analysis of panel zones in welded steel beam-to-column connections

Published:2017-05 Issue: Volume:132 Page:117-129
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Chen Yiyi,Pan Lingli,Jia Liang-Jiu

Funder

National Nature Science Foundation of China

Fundamental Research Funds

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. Shear behavior of steel frame joints;Krawinkler;ASCE J. Struct. Div.,1975

2. Shear in beam-column joints in seismic design of steel frames;Krawinkler;Engl. J.,1978

3. Cyclic behavior of large beam-column assemblies;Popov;Earthquake Spectra,1985

4. Seismic Provisions for Structural Steel Buildings;ANSI/AISC341-10,2010

5. Specification for Structural Steel Buildings;ANSI/AISC360-10,2010

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1. Finite Element Analysis and Parametric Study of Panel Zones in H-Shaped Steel Beam–Column Joints;Buildings;2023-11-10

2. Research on the influence of panel zone on dynamic damage of multi-story steel structure;European Journal of Environmental and Civil Engineering;2023-05-31

3. Cyclic Behavior of Gabled Frames with Web-Tapered Columns and Rafters;Materials;2022-12-28

4. Ultra-low cycle fatigue fracture initiation life evaluation of thick-walled steel bridge piers with microscopic damage index under bidirectional cyclic loading;Structures;2022-09

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