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