Saeed Erfani
- Cyclic behavior of a novel bolted beam-to-box column connection with reduced beam section. In: Structures, v. 53 (July 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). (2023):
- Seismic performance of beam to box-column connection by a short stub beam. In: Journal of Constructional Steel Research, v. 190 (March 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 (May 2022). (2022):
- 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). (2019):
- Lateral load resisting behavior of steel moment frames with reduced web section (RWS) beams. In: Structures, v. 28 (December 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). (2020):
- 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). (2017):
- 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). (2016):
- Effect of local web buckling on the cyclic behavior of reduced web beam sections (RWBS). In: Steel and Composite Structures, v. 18, n. 3 (March 2015). (2015):
- 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). (2012):
- A Nonlinear Macro-model for Numerical Simulation of Perforated Steel Beams. In: International Journal of Steel Structures, v. 19, n. 5 ( 2019). (2019):
- Connection of I-beam to box-column by a short stub beam. In: Journal of Constructional Steel Research, v. 127 (December 2016). (2016):
- 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). (2017):