T. Sheehan
- Experimental study of beam to concrete-filled elliptical steel tubular column connections. In: Thin-Walled Structures, v. 95 (October 2015). (2015):
- Quantitative analysis of shallow unreinforced and reinforced piled embankments with different heights subject to cyclic loads: Experimental study. In: Soil Dynamics and Earthquake Engineering, v. 138 (November 2020). (2020):
- Long-term drying shrinkage of self-compacting concrete: Experimental and analytical investigations. In: Construction and Building Materials, v. 202 (March 2019). (2019):
- Experimental investigation on continuous reinforced SCC deep beams and Comparisons with Code provisions and models. In: Engineering Structures, v. 131 (January 2017). (2017):
- 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):
- Structural Behaviour of Beam to Concrete-filled Elliptical Steel Tubular Column Connections. In: Structures, v. 9 (February 2017). (2017):
- Structural response of concrete-filled elliptical steel hollow sections under eccentric compression. In: Engineering Structures, v. 45 (December 2012). (2012):