Joel P. Conte 
- (2008): Two-Dimensional Nonlinear Earthquake Response Analysis of a Bridge-Foundation-Ground System. In: Earthquake Spectra, v. 24, n. 2 (May 2008).
- (2021): Updated probabilistic seismic performance assessment framework for ordinary standard bridges in California. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 9 (25 July 2021).
- (2015): Time-Variant Reliability Analysis of Linear Elastic Systems Subjected to Fully Nonstationary Stochastic Excitations. In: Journal of Engineering Mechanics (ASCE), v. 141, n. 6 (June 2015).
- (2013): Uncertainty Quantification in the Assessment of Progressive Damage in a 7-Story Full-Scale Building Slice. In: Journal of Engineering Mechanics (ASCE), v. 139, n. 12 (December 2013).
- (2014): Uncertainty analysis of system identification results obtained for a seven-story building slice tested on the UCSD-NEES shake table. In: Structural Control and Health Monitoring, v. 21, n. 4 (April 2014).
- (1991): A unified earthquake-resistant design method for steel frames using arma models. In: Earthquake Engineering and Structural Dynamics, v. 20, n. 5 (May 1991).
- (2009): Uncertainty and Sensitivity Analysis of Damage Identification Results Obtained Using Finite Element Model Updating. In: Computer-Aided Civil and Infrastructure Engineering, v. 24, n. 5 (July 2009).
- (2011): System Identification Study of a 7-Story Full-Scale Building Slice Tested on the UCSD-NEES Shake Table. In: Journal of Structural Engineering (ASCE), v. 137, n. 6 (June 2011).
- (2008): Three-Dimensional Seismic Response of Humboldt Bay Bridge-Foundation-Ground System. In: Journal of Structural Engineering (ASCE), v. 134, n. 7 (July 2008).
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