Julio J. Hernandez
-
Critical response of structures to multicomponent earthquake excitation. Dans: Earthquake Engineering and Structural Dynamics, v. 29, n. 12 (décembre 2000).
https://doi.org/10.1002/1096-9845(200012)29:12<1759::aid-eqe984>3.0.co;2-k
(2000): - Response to three-component seismic motion of arbitrary direction. Dans: Earthquake Engineering and Structural Dynamics, v. 31, n. 1 (janvier 2002). (2002):
- Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis. Dans: Earthquake Engineering and Structural Dynamics, v. 30, n. 9 (septembre 2001). (2001):
- Evaluation of combination rules for peak response calculation in three-component seismic analysis. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 10 (août 2003). (2003):
- Adapting the CQC3 Rule for Three Seismic Components with Different Spectra. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 3 (mars 2004). (2004):