Initial stiffness and plastic resistance of bolted stainless steel T-stubs in tension-Reference-Cited by-同舟云学术

Initial stiffness and plastic resistance of bolted stainless steel T-stubs in tension

Published:2020-10 Issue: Volume:173 Page:106239
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Yuan H.X.,Gao J.D.,Theofanous M.,Yang L.,Schafer B.W.

Funder

Natural Science Foundation of Hubei Province

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

China Postdoctoral Science Foundation

Wuhan University

Publisher

Elsevier BV

Subject

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

Reference48 articles.

1. High strength bolted moment connections;Douty;J. Struct. Div. ASCE,1965

2. Tests on Bolted T-Stubs with Respect to a Bolted Beam-to-Column Connection, Stevin Laboratory Report 6–69;Struik,1969

3. Eurocode 3: Design of Steel Structures – Part 1.8: Design of Joints;EN 1993-1-8,2005

4. A design method for the tension side of statically loaded, bolted beam-to-column connections;Zoetemeijer;Heron,1974

5. Recent Advances in the Field of Steel Joints – Column Bases and Further Configurations for Beam-to-Column Joints and Beam Splices, Chercheur qualifié du FNRS;Jaspart,1997

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