APA (7th ed.) Citation

Stehmeyer III, E. H., & Rizos, D. C. (2006). B-Spline impulse response functions (BIRF) for transient SSI analysis of rigid foundations. Soil Dynamics & Earthquake Engineering (0267-7261), 26(5), 421. https://doi.org/10.1016/j.soildyn.2005.10.006

Chicago Style (17th ed.) Citation

Stehmeyer III, Edward H., and Dimitris C. Rizos. "B-Spline Impulse Response Functions (BIRF) for Transient SSI Analysis of Rigid Foundations." Soil Dynamics & Earthquake Engineering (0267-7261) 26, no. 5 (2006): 421. https://doi.org/10.1016/j.soildyn.2005.10.006.

MLA (9th ed.) Citation

Stehmeyer III, Edward H., and Dimitris C. Rizos. "B-Spline Impulse Response Functions (BIRF) for Transient SSI Analysis of Rigid Foundations." Soil Dynamics & Earthquake Engineering (0267-7261), vol. 26, no. 5, 2006, p. 421, https://doi.org/10.1016/j.soildyn.2005.10.006.