High Strength Bolts Subject to Tension and Prying-Reference-Cited by-同舟云学术

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High Strength Bolts Subject to Tension and Prying

Published:1974-02 Issue:2 Volume:100 Page:351-372
ISSN:0044-8001
Container-title:Journal of the Structural Division
language:en
Short-container-title:J. Struct. Div.

Author:

Nair Rajasekharan S.¹,Birkemoe Peter C.²,Munse William H.³

Affiliation:

1. Sr. Struct. Engr., Alfred Benesch and Co., Chicago, Ill.; formerly Research Asst., Civ. Engrg. Dept., Univ. of Illinois, Urbana, Ill.

2. Asst. Prof. of Civ. Engrg., Univ. of Toronto, Toronto, Ontario; formerly Prof., Civ. Engrg. Dept., Univ. of Illinois, Urbana, Ill.

3. Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JSDEAG.0003712

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1. Discussion on ultimate resistance formulas of high-strength bolts under tensile-shear coupling loading;Journal of Constructional Steel Research;2024-09

2. Mechanical performance of high strength steel under corrosion: A review study;Journal of Constructional Steel Research;2024-09

3. Mechanical behavior of the extended end-plate connections of a portal frame with various retrofitted constructions under loading;Structures;2024-05

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