Oscar A. Lopez
- Gravity Load and Vertical Ground Motion Effects on Earthquake Response of Simple Yielding Systems. In: Journal of the Engineering Mechanics Division (ASCE), v. 105, n. 4 (August 1979). (1979):
-
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): - Evaluation of simulated ground motions for predicting elastic response of long period structures and inelastic response of structures. In: Earthquake Engineering and Structural Dynamics, v. 7, n. 4 (July 1979). (1979):
- 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):
-
The critical angle of seismic incidence and the maximum structural response. In: Earthquake Engineering and Structural Dynamics, v. 26, n. 9 (September 1997).
https://doi.org/10.1002/(sici)1096-9845(199709)26:9<881::aid-eqe674>3.0.co;2-r
(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 (December 2004). (2004):
- Adapting the CQC3 Rule for Three Seismic Components with Different Spectra. In: Journal of Structural Engineering (ASCE), v. 130, n. 3 (March 2004). (2004):