Cite
A hybrid distinct element–boundary element approach for seismic analysis of cracked concrete gravity dam–reservoir systems
MLA
Mirzayee, M., et al. “A Hybrid Distinct Element–boundary Element Approach for Seismic Analysis of Cracked Concrete Gravity Dam–reservoir Systems.” Soil Dynamics & Earthquake Engineering (0267-7261), vol. 31, no. 10, Oct. 2011, pp. 1347–56. EBSCOhost, https://doi.org/10.1016/j.soildyn.2011.05.011.
APA
Mirzayee, M., Khaji, N., & Ahmadi, M. T. (2011). A hybrid distinct element–boundary element approach for seismic analysis of cracked concrete gravity dam–reservoir systems. Soil Dynamics & Earthquake Engineering (0267-7261), 31(10), 1347–1356. https://doi.org/10.1016/j.soildyn.2011.05.011
Chicago
Mirzayee, M., N. Khaji, and M.T. Ahmadi. 2011. “A Hybrid Distinct Element–boundary Element Approach for Seismic Analysis of Cracked Concrete Gravity Dam–reservoir Systems.” Soil Dynamics & Earthquake Engineering (0267-7261) 31 (10): 1347–56. doi:10.1016/j.soildyn.2011.05.011.