Mojtaba Farahi 
- (2023): Seismic performance assessment of self‐centering hybrid coupled walls: an 8‐story case study structure. In: ce/papers, v. 6, n. 3-4 (September 2023).
- (2023): Seismic performance of self-centering hybrid coupled wall systems: Preliminary assessments. In: Procedia Structural Integrity, v. 44 ( 2023).
- (2022): Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes. In: Journal of Structural Engineering (ASCE), v. 148, n. 12 (December 2022).
- (2019): Efficiency of employing fiber-based finite-length plastic hinges in simulating the cyclic and seismic behavior of steel hollow columns compared with other common modelling approaches. In: Earthquake Engineering and Engineering Vibration, v. 18, n. 4 (October 2019).
- (2016): Parametric study on the static compressive behaviour of concrete-filled double-skin sections consisting of corrugated plates. In: Thin-Walled Structures, v. 107 (October 2016).
- (2017): Employing a fiber-based finite-length plastic hinge model for representing the cyclic and seismic behaviour of hollow steel columns. In: Steel and Composite Structures, v. 23, n. 5 (April 2017).
- (2016): Quantification of seismic performance factors of the buildings consisting of disposable knee bracing frames. In: Journal of Constructional Steel Research, v. 124 (September 2016).
- (2017): Developing Representative Dual Loading Protocols for the Columns of Steel Special Moment Frames based on the Seismic Demands on These Members. In: Journal of Earthquake Engineering, v. 21, n. 8 ( 2017).
- (2017): Effect of ultra-high strength steel on mitigation of non-ductile yielding of concrete-filled double-skin columns. In: Construction and Building Materials, v. 147 (August 2017).
- (2013): On the quantification of seismic performance factors of Chevron Knee Bracings, in steel structures. In: Engineering Structures, v. 46 (January 2013).
- (2016): Compressive behaviour of concrete-filled double-skin sections consisting of corrugated plates. In: Engineering Structures, v. 111 (March 2016).
- (2017): 08.35: Compressive behavior of concrete filled double skin sections consisting of corrugated plates and ultra-high strength steel corner tubes. In: ce/papers, v. 1, n. 2-3 (September 2017).
Structurae cooperates with
