Julio J. Hernandez
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Critical response of structures to multicomponent earthquake excitation. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 12 (December 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. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 1 (January 2002). (2002):
- Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis. In: Earthquake Engineering and Structural Dynamics, v. 30, n. 9 (September 2001). (2001):
- Evaluation of combination rules for peak response calculation in three-component seismic analysis. In: Earthquake Engineering and Structural Dynamics, v. 32, n. 10 (August 2003). (2003):
- Adapting the CQC3 Rule for Three Seismic Components with Different Spectra. In: Journal of Structural Engineering (ASCE), v. 130, n. 3 (March 2004). (2004):