Fire resistance and flexural load capacity of beam-column welded-bolted hybrid connection joints under post-earthquake fire
Authors:
- Jixiang XuJXJixiang Xu
- Xinda ChongXCXinda Chong
- Jianping HanJHJianping Han
- 6 March 2024
- journal article
- research article
- Published by Elsevier in Structures
- Vol. 62
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China
This publication has 19 references indexed in Scilit:
- Seismic performance of weak-axis moment connections with reduced panel zoneStructures, 2022
- In-plane structural response and design of steel I-section beam-columns at elevated temperaturesStructures, 2022
- Seismic performance of post-fire reinforced concrete beam-column joints strengthened with steel haunch systemEngineering Structures, 2021
- Experimental study on seismic behaviour of cover-plate joints in high strength steel framesEngineering Structures, 2019
- Cyclic tests on high strength steel flange-plate beam-to-column jointsEngineering Structures, 2019
- Analysis and fracture behavior of welded box beam-to-column connections considering residual stressesConstruction and Building Materials, 2017
- Effect of preloading in high-strength bolts on bolted-connections exposed to fireFire Safety Journal, 2017
- Design formulation analysis for high strength steel welded beam-to-column jointsEngineering Structures, 2014
- Methods of improving the survival temperature in fire of steel beam connected to CFT column using reverse channel connectionEngineering Structures, 2012
- Fire response of steel semi-rigid beam–column moment connectionsJournal of Constructional Steel Research, 2009