Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading-Reference-Cited by-同舟云学术

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Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading

Published:1996-06 Issue:2 Volume:38 Page:95-123
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Bernuzzi C.,Zandonini R.,Zanon P.

Publisher

Elsevier BV

Subject

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

Reference16 articles.

1. Analysis and Design of Steel Frames with Semi-rigid Joints;European Convention for Constructional Steelwork;Publ. No. 67,1992

2. Economy of semi-rigid frame design;Bjorhovde,1991

3. Seismic design concepts for semi-rigid frames;Nader,1992

4. Seismic behaviour of semi-rigid steel frames;Elnashai;J. Construct. Steel Res.,1994

5. Cyclic behaviour of steel beam-to-column joints, experimental research;Ballio;Costruzioni Metalliche,1987

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1. Experimental investigation of self-centering beam-to-column connections with different ribbed top and seat angles;Structures;2024-02

2. Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads;Bulletin of Earthquake Engineering;2023-11-20

3. Artificial neural network prediction of the initial stiffness of semi-rigid beam-to-column connections;Structures;2023-10

4. Ultimate behaviour of bolted beam‐to‐column connections in large rotations;ce/papers;2023-09

5. I‐beam to RHS‐column joints with welded studs under cyclic loading;ce/papers;2023-09

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