Oscar A. Lopez
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Critical response of structures to multicomponent earthquake excitation. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 12 (Dezember 2000).
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- Response to three-component seismic motion of arbitrary direction. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 1 (Januar 2002). (2002):
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The critical angle of seismic incidence and the maximum structural response. In: Earthquake Engineering and Structural Dynamics, v. 26, n. 9 (September 1997).
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(1997): - 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):
- Design of reinforced concrete frames with damage control. In: Engineering Structures, v. 26, n. 14 (Dezember 2004). (2004):
- Adapting the CQC3 Rule for Three Seismic Components with Different Spectra. In: Journal of Structural Engineering (ASCE), v. 130, n. 3 (März 2004). (2004):