Behaviour of Steel Beam-to-Column Joints Under Cyclic Reversal Loading: An Experimental Study-Reference-Cited by-同舟云学术

Behaviour of Steel Beam-to-Column Joints Under Cyclic Reversal Loading: An Experimental Study

Published:1998 Issue: Volume: Page:279-292
ISSN:
Container-title:Stability and Ductility of Steel Structures (SDSS'97)
language:
Short-container-title:

Author:

Calado L.,Castiglioni C.A.,Bemuzzi C.

Publisher

Elsevier

Reference16 articles.

1. A Unified Approach for the Design of Steel Structures under Low and High Cycle Fatigue;Ballio;Journal of Constructional Steel Research,1995

2. Ductility and Load Carrying Capacity Prediction of Steel Beam-to-Column Connections under Cyclic Reversal Loading;Bernuzzi;Journal of Earthquake Engineering,1997

3. Economy of Semi-Rigid Frame Design, in “Connections in Steel Structures II: Behaviour, Strength and Design”;Bjorhovde;American Institute of Steel Construction,1991

4. A Model for Predicting Failure of Structural Steel Elements;Calado;Journal of Constructional Steel Research,1989

5. Low Cycle Fatigue Testing of Semi-Rigid Beam-to-Column Connections;Calado,1995

Cited by 5 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. SEISMIC BEHAVIOR OF BOLTED CONNECTIONS WITH SLOT BOLT HOLES AT AMBIENT AND ELEVATED TEMPERATURE;ADV STEEL CONSTR;2018

2. Cyclic behaviour of bearing-type bolted connections with slot bolt holes;Advances in Structural Engineering;2018-10-04

3. Experimental investigation on joints between steel-reinforced concrete T-shaped column and reinforced concrete beam under bidirectional low-cyclic reversed loading;Advances in Structural Engineering;2016-07-29

4. Determination of the behaviour factor of steel moment-resisting (MR) frames by a damage accumulation approach;Journal of Constructional Steel Research;2010-05

5. Effects of the Loading History on the Local Buckling Behavior and Failure Mode of Welded Beam-to-Column Joints in Moment-Resisting Steel Frames;Journal of Engineering Mechanics;2005-06