A. A. Aghakouchak
- On the improvement of inelastic displacement demands for near-fault ground motions considering various faulting mechanisms. In: Earthquakes and Structures, v. 9, n. 3 (September 2015). (2015):
- Reduced record method for efficient time history dynamic analysis and optimal design. In: Earthquakes and Structures, v. 8, n. 3 (March 2015). (2015):
- Seismic Behavior of Steel Frames Equipped with Comb-Teeth Metallic Yielding Dampers. In: International Journal of Steel Structures, v. 19, n. 4 ( 2019). (2019):
- Modeling the panel zone in steel MR frames composed of built-up columns. In: Journal of Constructional Steel Research, v. 77 (October 2012). (2012):
- Finite element simulation of ultra low cycle fatigue cracking in steel structures. In: Journal of Constructional Steel Research, v. 89 (October 2013). (2013):
- Numerical and experimental study of comb-teeth metallic yielding dampers. In: International Journal of Steel Structures, v. 16, n. 1 ( 2016). (2016):
- Numerical analysis of the nonlinear performance of concentrically braced frames under cyclic loading. In: International Journal of Steel Structures, v. 13, n. 3 ( 2013). (2013):
- Assessment of Nonlinear Static Procedures for Determination of Target Displacement in Asymmetric Buildings. In: Advances in Structural Engineering, v. 15, n. 8 (August 2012). (2012):
- Application of Artificial Neural Network Methodology for Predicting Seismic Retrofit Construction Costs. In: Journal of Construction Engineering and Management, v. 140, n. 2 (February 2014). (2014):
- A new bond-slip model for adhesive in CFRP–steel composite systems. In: Engineering Structures, v. 34 (January 2012). (2012):
- Full-scale dynamic testing of a steel frame building during construction. In: Engineering Structures, v. 21, n. 12 (December 1999). (1999):
- Fatigue reliability assessment of tubular joints of existing offshore structures. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 28, n. 4 (August 2001). (2001):
- Experimental investigation of steel frames braced with symmetrical pairs of y-shaped concentric bracings. In: International Journal of Steel Structures, v. 11, n. 2 ( 2011). (2011):