X. H. Dai
- Experimental study of beam to concrete-filled elliptical steel tubular column connections. In: Thin-Walled Structures, v. 95 (Oktober 2015). (2015):
- Flexural buckling behaviour of 690 MPa high strength steel H-section columns. In: Engineering Structures, v. 200 (Dezember 2019). (2019):
- Creep Property of TMCP High-Strength Steel Q690CFD at Elevated Temperatures. In: Journal of Materials in Civil Engineering (ASCE), v. 32, n. 2 (Februar 2020). (2020):
- Behaviour of inclined, tapered and STS square CFST stub columns subjected to axial load. In: Thin-Walled Structures, v. 54 (Mai 2012). (2012):
- Numerical analysis of slender elliptical concrete filled columns under axial compression. In: Thin-Walled Structures, v. 77 (April 2014). (2014):
- Finite element analysis of concrete filled lean duplex stainless steel columns. In: Structures, v. 21 (Oktober 2019). (2019):
- An experimental study of relative structural fire behaviour and robustness of different types of steel joint in restrained steel frames. In: Journal of Constructional Steel Research, v. 67, n. 7 (Juli 2011). (2011):
- Shape effect on the behaviour of axially loaded concrete filled steel tubular stub columns at elevated temperature. In: Journal of Constructional Steel Research, v. 73 (Juni 2012). (2012):
- An experimental study on elliptical concrete filled columns under axial compression. In: Journal of Constructional Steel Research, v. 87 (August 2013). (2013):
- Experimental investigation on mechanical behaviours of TMCP high strength steel. In: Construction and Building Materials, v. 200 (März 2019). (2019):
- Numerical modelling of structural fire behaviour of restrained steel beam–column assemblies using typical joint types. In: Engineering Structures, v. 32, n. 8 (August 2010). (2010):
- Finite element analysis on the capacity of circular concrete-filled double-skin steel tubular (CFDST) stub columns. In: Engineering Structures, v. 72 (August 2014). (2014):
- Effect of Concrete Strength and Stud Collar Size to Shear Capacity of Demountable Shear Connectors. In: Journal of Structural Engineering (ASCE), v. 141, n. 11 (November 2015). (2015):
- Structural response of concrete-filled elliptical steel hollow sections under eccentric compression. In: Engineering Structures, v. 45 (Dezember 2012). (2012):