Advanced finite element modelling of stainless steel bolted T-stubs under large deformations-Reference-Cited by-同舟云学术

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Advanced finite element modelling of stainless steel bolted T-stubs under large deformations

Published:2023-12 Issue: Volume:58 Page:105461
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Yapici Orhan^ORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference51 articles.

1. EN 1993-1-8. Eurocode 3: Design of steel structures - Part 1-8: Design of joints. CEN. 2005.

2. A Design Method for the Tension Side of Statically Loaded;Zoetemeijer;Bolted Beam-to-Column Connections HERON,1974

3. A limit state design method for the tension region of bolted beam-column connections;Packer;Struct Eng,1977

4. Moment-Rotation Curves for Bolted Connections;Yee;J Struct Eng-Asce,1986

5. Reliability of Eurocode-3 Procedures for Predicting Beam-to-Column Joint Behaviour;Faella,1995

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental investigation of welded steel T-stub components under high loading rates;Journal of Constructional Steel Research;2024-09

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