Initial stiffness of semi-rigid steel beam-to-column connections-Reference-Cited by-同舟云学术

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Initial stiffness of semi-rigid steel beam-to-column connections

Published:1987-01 Issue: Volume:8 Page:71-90
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Azizinamini A.,Bradburn J.H.,Radziminski J.B.

Publisher

Elsevier BV

Subject

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

Reference11 articles.

1. Analysis of flexibly-connected steel frames;Frye;Canadian Journal of Civil Engineers,1975

2. Drift of flexibly connected frames;Akbari;Computers and Structures,1982

3. Monotonic Response of Semi-Rigid Steel Beam-to-Column Connections;Azizinamini,1982

4. Behavior of type 2 steel frames;Ackroyd;J. Struct. Div., ASCE,1982

5. The effect of connection flexibility on steel members and frame stability;Lindsey,1985

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