Seismic performance of RC beam-column-slab joints strengthened with steel haunch system
- 9 September 2021
- journal article
- research article
- Published by Elsevier BV in Journal of Building Engineering
- Vol. 44, 103250
- https://doi.org/10.1016/j.jobe.2021.103250
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51778496, 51778497)
This publication has 33 references indexed in Scilit:
- Web-bonded FRPs for relocation of plastic hinges away from the column face in exterior RC jointsComposite Structures, 2011
- Seismic performance of CFST column to steel beam joints with RC slab: AnalysisJournal of Constructional Steel Research, 2011
- Seismic performance of CFST column to steel beam joint with RC slab: ExperimentsJournal of Constructional Steel Research, 2010
- Shear strength of beam–column joint with enlarged joint areaEngineering Structures, 2010
- Effects of plastic hinges on partial interaction behaviour of bolted side-plated beamsJournal of Constructional Steel Research, 2010
- Rehabilitation of RC frame joints using local steel bracingStructure and Infrastructure Engineering, 2008
- Strengthening and rehabilitation of RC beam–column joints using carbon‐FRP jacketing and epoxy resin injectionEarthquake Engineering & Structural Dynamics, 2008
- Experimental and numerical studies of external steel plate strengthened reinforced concrete coupling beamsEngineering Structures, 2005
- Reinforced concrete edge beam—column—slab connections subjected to earthquake loadingMagazine of Concrete Research, 2004
- External steel plate systems for the shear strengthening of reinforced concrete beamsEngineering Structures, 2001