Tension plane behavior in single-row bolted connections subject to block shear-Reference-Cited by-同舟云学术

Tension plane behavior in single-row bolted connections subject to block shear

Published:1999-03 Issue:3 Volume:49 Page:225-239
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Orbison James G,Wagner Mark E,Fritz William P

Publisher

Elsevier BV

Subject

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

Reference8 articles.

1. AISC. Load and Resistance Factor Design Specification for Structural Steel Buildings. 2nd ed. Chicago, IL: American Institute of Steel Construction, 1994.

2. AISC. Specification for Structural Steel Buildings–Allowable Stress Design and Plastic Design. 9th ed. Chicago, IL: American Institute of Steel Construction, 1989.

3. Assessment of American block shear load capacity predictions;Cunningham;J Construct Steel Res,1995

4. An experimental study of block shear failure of angles in tension;Epstein;AISC Engrg J,1992

5. Strength of double-row bolted-web connections;Ricles;ASCE J Struct Engrg,1983

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