Strength and Ductility of Bolted Connections in Normal and High Strength Steels-Reference-Cited by-同舟云学术

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Strength and Ductility of Bolted Connections in Normal and High Strength Steels

Published:2000 Issue: Volume: Page:487-494
ISSN:
Container-title:Structural Failure and Plasticity
language:
Short-container-title:

Author:

Aalberg A.,Larsen P.K.

Publisher

Elsevier

Reference11 articles.

1. Eurocode 3, Design of Steel Structures, Part 1.1, ENV 1993-1-1: 1992.

2. Limit States Design of Steel Structures,1989

3. Strength and ductility of bolted connections in normal and high strength steels;Aalberg,1999

4. New Design Criteria for Gusset Plates in Tension;Hardash;Engineering Journal, AISC,1985

Cited by 14 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. Behaviour of Block Shear Failure in Different Connections;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2019-06-03

2. Experimental and numerical study on the mechanical behavior of Q460D high-strength steel bolted connections;Journal of Constructional Steel Research;2018-12

3. Block shear strength and design of coped beams with double bolt-line connections;Engineering Structures;2015-10

4. Numerical investigation of the effects of connection rotational stiffness on block shear capacity of coped beams with a welded end connection;International Journal of Steel Structures;2011-09

5. Design for Block Shear of Coped Beams with a Welded End Connection;Journal of Structural Engineering;2011-08

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