Abdolreza Sarvghad Moghadam
- Effect of the asymmetry level on collapse margin of torsionally stiff single-story buildings based on FEMA P695 methodology. In: Structures, v. 37 (März 2022). (2022):
- Improving the torsional response of asymmetric buildings with self-centering controlled rocking steel braced frame system. In: Advances in Structural Engineering, v. 25, n. 4 (Januar 2022). (2022):
- Energy-based criteria for assessment of box-section steel columns against progressive collapse. In: Structures, v. 34 (Dezember 2021). (2021):
- Experimental investigation on the seismic behavior and damage states of reinforced high strength concrete columns. In: Structures, v. 27 (Oktober 2020). (2020):
- Considering dynamic parameters of damaged structure in MPA and YPS nonlinear static procedures for asymmetric buildings. In: The Structural Design of Tall and Special Buildings, v. 23, n. 8 (10 Juni 2014). (2014):
- Developing a new procedure for evaluating the ductility capacity of rectangular RC piers subjected to biaxial flexural loadings. In: Engineering Structures, v. 172 (Oktober 2018). (2018):