Arzhang Alimoradi
- Performance Study of a GA-Based Active/Hybrid Control System under Near Source Strong Ground Motion. Vorgetragen bei: 2001 Structures Congress and Exposition, Washington, D.C., May 21-23, 2001. (2001):
- Evolutionary System Identification of Coupled Shear-Flexural Response for Seismic Damage Detection. Vorgetragen bei: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States. (2006):
- Selection and Scaling of Ground Motion Time Histories for Structural Design Using Genetic Algorithms. In: Earthquake Spectra, v. 20, n. 2 (Mai 2004). (2004):
- Robust-to-Change Stiffness Allocation for Tall Structures. In: Journal of Engineering Mechanics (ASCE), v. 142, n. 3 (März 2016). (2016):
- Machine-Learning Methods for Earthquake Ground Motion Analysis and Simulation. In: Journal of Engineering Mechanics (ASCE), v. 141, n. 4 (April 2015). (2015):
- Fuzzy Pattern Classification of Strong Ground Motion Records. In: Journal of Earthquake Engineering, v. 9, n. 3 ( 2005). (2005):
- Sustainable Structural Design: Outlook and Potentials. In: Journal of Structural Engineering (ASCE), v. 141, n. 3 (März 2015). (2015):
- Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. I: Formulation. In: Journal of Structural Engineering (ASCE), v. 133, n. 6 (Juni 2007). (2007):
- Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. II: Applications. In: Journal of Structural Engineering (ASCE), v. 133, n. 6 (Juni 2007). (2007):
- Did the large coseismic displacement cause the global overturning collapse of the Alto Rio building during the 27 February 2010 Offshore Maule, Chile earthquake?. In: The Structural Design of Tall and Special Buildings, v. 19, n. 8 (Dezember 2010). (2010):
- Evolutionary modal identification utilizing coupled shear–flexural response—implication for multistory buildings. Part II : Application. In: The Structural Design of Tall and Special Buildings, v. 15, n. 1 ( 2006). (2006):
- Evolutionary modal identification utilizing coupled shear–flexural response—implication for multistory buildings. Part I : Theory. In: The Structural Design of Tall and Special Buildings, v. 15, n. 1 ( 2006). (2006):