Seismic response and failure modes of steel silos with isotropic stepped walls: The effect of vertical component of ground motion and comparison of buckling resistances under seismic actions with those under wind or discharge loads.

MLA

Mehretehran, Alireza Moazezi, and Shervin Maleki. “Seismic Response and Failure Modes of Steel Silos with Isotropic Stepped Walls: The Effect of Vertical Component of Ground Motion and Comparison of Buckling Resistances under Seismic Actions with Those under Wind or Discharge Loads.” Engineering Failure Analysis, vol. 120, Feb. 2021, p. N.PAG. EBSCOhost, https://doi.org/10.1016/j.engfailanal.2020.105100.

APA

Mehretehran, A. M., & Maleki, S. (2021). Seismic response and failure modes of steel silos with isotropic stepped walls: The effect of vertical component of ground motion and comparison of buckling resistances under seismic actions with those under wind or discharge loads. Engineering Failure Analysis, 120, N.PAG. https://doi.org/10.1016/j.engfailanal.2020.105100

Chicago

Mehretehran, Alireza Moazezi, and Shervin Maleki. 2021. “Seismic Response and Failure Modes of Steel Silos with Isotropic Stepped Walls: The Effect of Vertical Component of Ground Motion and Comparison of Buckling Resistances under Seismic Actions with Those under Wind or Discharge Loads.” Engineering Failure Analysis 120 (February): N.PAG. doi:10.1016/j.engfailanal.2020.105100.