Mohammad Razavi
- (2021): Design Equations for Large Diameter Buried Steel Pipes Inspired by the Modified Iowa Formula. In: International Journal of Geomechanics, v. 21, n. 9 (September 2021).
- (2021): Behavior of RC columns and those strengthened with FRP composite under an innovative reversing cyclic eccentric axial loading. In: Engineering Structures, v. 241 (August 2021).
- (2015): Coupled Nonlinear Finite-Element Analysis of Soil–Steel Pipe Structure Interaction. In: International Journal of Geomechanics, v. 15, n. 1 (February 2015).
- (2015): Staged Construction Modeling of Steel Pipes Buried in Controlled Low-Strength Material Using 3D Nonlinear Finite-Element Analysis. In: International Journal of Geomechanics, v. 15, n. 6 (December 2015).
- (2012): Computational Benchmarks in Simulation of Cyclic Performance of Steel Connections using Three Dimensional Nonlinear Finite Element Method. In: i-manager's Journal on Structural Engineering, v. 1, n. 3 (November 2012).
- (2012): On the concept of earthquake resistant hybrid steel frames. In: Journal of Constructional Steel Research, v. 68 (January 2012).
- (2014): Earthquake resistance frames with combination of rigid and semi-rigid connections. In: Journal of Constructional Steel Research, v. 98 (July 2014).
- (2013): Effect of Circular Bolt Pattern on Behavior of Extended End-Plate Connection. In: Journal of Structural Engineering (ASCE), v. 139, n. 11 (November 2013).
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