Experimental and analytical investigation on seismic behavior of Q690 circular high‐strength concrete‐filled thin‐walled steel tubular columns
Author:
Affiliation:
1. Department of Civil EngineeringXi'an Jiaotong University Xi'an China
2. School of AerospaceXi'an Jiaotong University Xi'an China
3. Department of Civil EngineeringXi'an Siyuan University Xi'an China
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1583
Reference44 articles.
1. Behaviour of composite joints with concrete encased CFST columns under cyclic loading: Experiments
2. Strength and ductility of high strength concrete-filled steel tubular beam–columns
3. Q690 high strength steel T-stub tensile behavior: Experimental and numerical analysis
4. Flexural performance of concrete filled tubes with high tensile steel and ultra-high strength concrete
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