Development of a damage model for assessing fracture failure of steel beam-to-column connections subjected to extremely low-cycle fatigue-Reference-Cited by-同舟云学术

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Development of a damage model for assessing fracture failure of steel beam-to-column connections subjected to extremely low-cycle fatigue

Published:2017-12 Issue: Volume:82 Page:823-834
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Bai Yongtao,Guan Shaoyu,Flórez-López Julio

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shaanxi Province

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference24 articles.

1. Lessons from damage to steel buildings during the Northridge earthquake;Mahin;Eng. Struct.,1998

2. Fracture of steel during an earthquake – state-of-the-art in Japan;Kuwamura;Eng. Struct.,1998

3. Collapse analysis of high-rise steel moment frames incorporating deterioration effects of column axial force-bending moment interaction;Bai;Eng. Struct.,2016

4. Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading;Lignos;J. Struct. Eng.,2011

5. Low cycle fatigue behavior of structural steel members and connections;Ballio;Fatigue Fract. Eng. Mater. Struct.,1997

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1. Seismic behavior of high-performance steel (HPS) weakened beam-column joints: Experimental tests and numerical analysis;Journal of Building Engineering;2024-09

2. A new formulation of cracking in concrete structures based on lumped damage mechanics;STRUCT ENG MECH;2023

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4. Seismic resilient steel structures: A review of research, practice, challenges and opportunities;Journal of Constructional Steel Research;2022-04

5. Lumped Damage Model Applied to Local Buckling in Steel Rectangular Hollow Section Subjected to Compressive Axial Force with Bending Moment;International Journal of Steel Structures;2022-01-04

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