Horizontal hoops in non-seismically designed beam–column joints
Author:
Affiliation:
1. a Department of Civil and Environmental Engineering , Hong Kong University of Science and Technology , Kowloon , Hong Kong
2. b Faculty of Science and Technology , Technological and Higher Education Institute of Hong Kong , Tsing Yi , Hong Kong
Publisher
The Hong Kong Institution of Engineers
Subject
General Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/1023697X.2013.812388
Reference11 articles.
1. Improving ductility of non-seismically designed RC columns
2. Effects of beam bar anchorage on beam–column joint behaviour
3. Effects of beam—column depth ratio on joint seismic behaviour
4. Enhancing ductility of non-seismically designed RC shear walls
5. Enhancing ductility of reinforced concrete frame buildings
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1. Seismic behavior of non-seismically designed eccentric reinforced concrete beam-column joints;EARTHQ STRUCT;2021
2. Shear Strength of Exterior Beam-Column Joints with Limited Ductility Details;Journal of Structural Engineering;2020-02
3. A simplified numerical model to simulate RC beam–column joints collapse;Bulletin of Earthquake Engineering;2018-09-22
4. Effect of post-tensioned spandrel beam on wide beam–column connections;Magazine of Concrete Research;2018-01
5. Effective beam width of reinforced-concrete wide beam–column connections;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2017-05
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