共 6 条
- [1] Local elasto-plastic behavior of steel beam to concrete-filled square steel tube column moment connections: Model of load-deformation relations for external stiffener connection detail Journal of Structural and Construction Engineering, 2010, 75 (651): : 1005 - 1012
- [2] Local elasto-plastic behavior of steel beam to concrete-filled square steel tube column moment connections using electroslag welding Journal of Structural and Construction Engineering, 2009, 74 (638): : 747 - 754
- [3] Local elasto-plastic behavior of steel beam to concrete-filled square steel tube column moment connections - Model of load-deformation relations for eccentric connection details using internal diaphragms or internal diaphragms with extended flanges Journal of Structural and Construction Engineering, 2015, 80 (714): : 1337 - 1345
- [4] Elasto plastic behavior of steel beam to square concrete filled steel tube (CFT) column connections COMPOSITE AND HYBRID STRUCTURES, VOLS 1 AND 2, 2000, : 565 - 572
- [5] Elasto-plastic behavior of square concrete-frlled steel tube column to steel beam moment connections with divided external diaphragm 8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings, 2006, : 392 - 397
- [6] Elastoplastic behavior of panel zone in steel beam-to-concrete filled square steel tube column moment connections: Model of restoring force characteristics Journal of Structural and Construction Engineering, 2014, 79 (706): : 2013 - 2021