Mohammad Hadikhan Tehrani
- Extended consecutive modal pushover procedure for estimating seismic responses of one-way asymmetric plan tall buildings considering soil-structure interaction. Dans: Earthquake Engineering and Engineering Vibration, v. 13, n. 3 (septembre 2014). (2014):
- Enhanced passive control of dual‐mode systems under extreme seismic loading: An optimal control approach. Dans: Structural Control and Health Monitoring, v. 26, n. 7 (mai 2019). (2019):
- Collapse capacity of soil-structure systems under pulse-like earthquakes. Dans: Earthquake Engineering and Structural Dynamics, v. 44, n. 3 (mars 2015). (2015):
- Rocking isolation of nonductile moderately tall buildings subjected to bidirectional near-fault ground motions. Dans: Engineering Structures, v. 80 (décembre 2014). (2014):