- Analytical and numerical investigation of the seismic behavior of tubular web reduced beam section connections. Dans: The Structural Design of Tall and Special Buildings, v. 33, n. 16 (13 octobre 2024). (2024):
- Development of cold-formed steel moment-resisting connections with bolting friction-slip mechanism for seismic applications. Dans: Thin-Walled Structures, v. 141 (août 2019). (2019):
- Experiments on cold-formed steel moment-resisting connections with bolting friction-slip mechanism. Dans: Journal of Constructional Steel Research, v. 196 (septembre 2022). (2022):
- New Practical Approach to Plastic Analysis of Steel Structures. Dans: Periodica Polytechnica Civil Engineering, v. 59, n. 1 ( 2015). (2015):
- Development of cold-formed steel elements for earthquake resistant moment frame buildings. Dans: Thin-Walled Structures, v. 53 (avril 2012). (2012):
- Experimental work on single and double-sided steel sheathed cold-formed steel shear walls for seismic actions. Dans: Thin-Walled Structures, v. 91 (juin 2015). (2015):
- An integrated thin-walled steel skeleton structure (two full scale tests). Dans: Journal of Constructional Steel Research, v. 66, n. 3 (mars 2010). (2010):
- Ductile moment-resisting frames using cold-formed steel sections: An analytical investigation. Dans: Journal of Constructional Steel Research, v. 67, n. 4 (avril 2011). (2011):
- Cyclic behaviour of bolted cold-formed steel moment connections: FE modelling including slip. Dans: Journal of Constructional Steel Research, v. 80 (janvier 2013). (2013):
- Experimental study of a replaceable steel coupling beam with an end-plate connection. Dans: Journal of Constructional Steel Research, v. 122 (juillet 2016). (2016):
- (2017): Improving seismic performance of the non-structural light steel framing systems using sliding bolted connections. Présenté pendant: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017.
- A case study on the assessment of response modification coefficient and earthquake-induced collapse potential of a high-rise setback tower. Dans: Structure and Infrastructure Engineering, v. 13, n. 9 (novembre 2017). (2017):
- A case study on the soil–pile–structure interaction of a long span arched structure. Dans: Structure and Infrastructure Engineering, v. 12, n. 12 (décembre 2016). (2016):
- Experimental work on cold-formed steel elements for earthquake resilient moment frame buildings. Dans: Engineering Structures, v. 42 (septembre 2012). (2012):
- (2012): The Efficiency of Reduced Beam Section Connections for Reducing Residual Drifts in Moment Resisting Frames. Dans: Open Journal of Civil Engineering, v. 2, n. 2 ( 2012).
- Rehabilitation of a high-rise coupled shear wall system in a 56-storey residential reinforced concrete building (Tehran Tower), based on nonlinear dynamic time-history analyses. Dans: The Structural Design of Tall and Special Buildings, v. 20, n. 8 (novembre 2011). (2011):
- Seismic evaluation of a 56-storey residential reinforced concrete high-rise building based on nonlinear dynamic time-history analyses. Dans: The Structural Design of Tall and Special Buildings, v. 21, n. 4 (mars 2012). (2012):