Seismic performance of post-fire reinforced concrete beam-column joints strengthened with steel haunch system
- 1 May 2021
- journal article
- research article
- Published by Elsevier BV in Engineering Structures
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51778496, 51778497)
This publication has 49 references indexed in Scilit:
- A contemporary review of large-scale non-standard structural fire testingFire Science Reviews, 2013
- Fire performance of concrete filled steel tubular (CFST) column to RC beam jointsFire Safety Journal, 2012
- Web-bonded FRPs for relocation of plastic hinges away from the column face in exterior RC jointsComposite Structures, 2011
- Modeling of flexural behavior of RC beams strengthened with mechanically fastened FRP stripsComposite Structures, 2011
- Shear strength of beam–column joint with enlarged joint areaEngineering Structures, 2010
- An approach for evaluating the residual strength of fire-exposed RC beamsMagazine of Concrete 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
- Effects of elevated temperatures on properties of concreteFire Safety Journal, 2007
- Behaviour of concrete structures in fireThermal Science, 2007