Saeed Erfani
- (2023): Cyclic behavior of a novel bolted beam-to-box column connection with reduced beam section. In: Structures, v. 53 (Juli 2023).
- (2023): Behaviour and load transfer mechanism of a novel I-beam to box-column connection. In: Journal of Constructional Steel Research, v. 203 (April 2023).
- (2022): Seismic performance of beam to box-column connection by a short stub beam. In: Journal of Constructional Steel Research, v. 190 (März 2022).
- (2022): Experimental study on the tensile response of post‐installed adhesive anchor connections in reinforced and plain concrete beams. In: Structural Concrete, v. 23, n. 4 (Mai 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 (Oktober 2019).
- (2020): Lateral load resisting behavior of steel moment frames with reduced web section (RWS) beams. In: Structures, v. 28 (Dezember 2020).
- (2020): Developing energy-based loading protocols for seismic evaluation of steel moment frames' components. In: Journal of Constructional Steel Research, v. 174 (November 2020).
- (2020): Parametric study of Stub-Beam Bolted Extended End-Plate connection to box-columns. In: Journal of Constructional Steel Research, v. 171 (August 2020).
- (2020): Seismic Performance Evaluation of SSMF with Simple Beam–Column Connections Under the Base Level. In: International Journal of Steel Structures, v. 20, n. 1 ( 2020).
- (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): An analytical model for shear links in eccentrically braced frames. In: Steel and Composite Structures, v. 22, n. 3 ( 2016).
- (2016): Evaluation of cyclic fracture in perforated beams using micromechanical fatigue model. In: Steel and Composite Structures, v. 20, n. 4 ( 2016).
- (2015): Effect of local web buckling on the cyclic behavior of reduced web beam sections (RWBS). In: Steel and Composite Structures, v. 18, n. 3 (März 2015).
- (2012): The beneficial effects of beam web opening in seismic behavior of steel moment frames. In: Steel and Composite Structures, v. 13, n. 1 (November 2012).
- (2019): A Nonlinear Macro-model for Numerical Simulation of Perforated Steel Beams. In: International Journal of Steel Structures, v. 19, n. 5 ( 2019).
- (2016): Connection of I-beam to box-column by a short stub beam. In: Journal of Constructional Steel Research, v. 127 (Dezember 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): Increasing Seismic Energy Dissipation of Steel Moment Frames Using Reduced Web Section (RWS) Connection. In: Journal of Earthquake Engineering, v. 21, n. 7 ( 2017).
- (2017): Effect of in-service strengthening on the axial load carrying capacity of steel box columns. In: International Journal of Steel Structures, v. 17, n. 1 ( 2017).
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