J. P. Conte
- Hierarchical Bayesian modeling for calibration and uncertainty quantification of constitutive material models: Application to a uniaxial steel material model. Dans: Engineering Structures, v. 318 (novembre 2024). (2024):
- Shake Table Testing of a Full-Scale Five-Story Building: System Identification of the Five-Story Test Structure. Présenté pendant: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013. :
- Material Model Parameters for the Giuffrè-Menegotto-Pinto Uniaxial Steel Stress-Strain Model. Dans: Journal of Structural Engineering (ASCE), v. 146, n. 2 (février 2020). (2020):
- Consistent Finite-Element Response Sensitivity Analysis. Dans: Journal of Engineering Mechanics (ASCE), v. 129, n. 12 (décembre 2003). (2003):
- Finite Element Response Sensitivity Analysis of Steel-Concrete Composite Beams with Deformable Shear Connection. Dans: Journal of Engineering Mechanics (ASCE), v. 131, n. 11 (novembre 2005). (2005):
- Identification of the Mechanical Subsystem of the NEES-UCSD Shake Table by a Least-Squares Approach. Dans: Journal of Engineering Mechanics (ASCE), v. 134, n. 1 (janvier 2008). (2008):
- General Realization Algorithm for Modal Identification of Linear Dynamic Systems. Dans: Journal of Engineering Mechanics (ASCE), v. 134, n. 9 (septembre 2008). (2008):
- Closed-Form Solutions for the Response of Linear Systems to Fully Nonstationary Earthquake Excitation. Dans: Journal of Engineering Mechanics (ASCE), v. 124, n. 6 (juin 1998). (1998):
- Fully Nonstationary Analytical Earthquake Ground-Motion Model. Dans: Journal of Engineering Mechanics (ASCE), v. 123, n. 1 (janvier 1997). (1997):
- Nonstationary ARMA modeling of seismic motions. Dans: Soil Dynamics and Earthquake Engineering, v. 11, n. 7 (janvier 1992). (1992):
- Experimental study of the dynamic interaction between the foundation of the NEES/UCSD Shake Table and the surrounding soil: Reaction block response. Dans: Soil Dynamics and Earthquake Engineering, v. 31, n. 7 (juillet 2011). (2011):
- Probabilistic multi-objective optimal design of seismic-resistant braced steel frames using arma models. Dans: Computers & Structures, v. 41, n. 4 (janvier 1991). (1991):
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Linear dynamic modeling of a uni-axial servo-hydraulic shaking table system. Dans: Earthquake Engineering and Structural Dynamics, v. 29, n. 9 (septembre 2000).
https://doi.org/10.1002/1096-9845(200009)29:9<1375::aid-eqe975>3.0.co;2-3
(2000): - Experimental characterization, modeling and identification of the NEES-UCSD shake table mechanical system. Dans: Earthquake Engineering and Structural Dynamics, v. 37, n. 2 (février 2008). (2008):
- Equivalent Frame Analysis of Flat Plate Buildings for Seismic Loading. Dans: Journal of Structural Engineering (ASCE), v. 120, n. 7 (juillet 1994). (1994):
- Acceleration Tracking Performance of the UCSD-NEES Shake Table. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 5 (mai 2010). (2010):
- Probabilistic Push-Over Analysis of Structural and Soil-Structure Systems. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 11 (novembre 2010). (2010):
- Damage Identification of a Composite Beam Using Finite Element Model Updating. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 23, n. 5 (juillet 2008). (2008):