J. Alberto Escobar
- Cyclic behavior of a slit damper proposed for precast concrete beam-column connections. In: Engineering Structures, v. 294 (November 2023). (2023):
- Steel fiber reinforced concrete wall-slab joints subjected to cyclic loading. In: Engineering Structures, v. 275 (January 2023). (2023):
- Wind Response of a Bridge Pylon Using Numerical Simulations of the Atmospheric Boundary Layer and Fluid Structure Interaction (FSI). In: (2021): Developments in International Bridge Engineering. Springer, Cham (Germany), ISBN 978-3-030-59168-7. (2021):
- (2021): Reliability of bridges considering the effect of local scour. Presented at: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021.
- (2021): Repair project of a vehicular bridge damaged during the 2017 Puebla- Morelos earthquake: seismic evaluation. Presented at: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021.
- (2021): Evaluation of a low-cost seismic energy dissipation device for buildings. Presented at: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021.
- Seismic response comparison of an existing hospital structure rehabilitated with BRBs or conventional braces. In: Engineering Structures, v. 243 (September 2021). (2021):
- A Study of the Damping Provided by Buckling-Restrained Braces (BRBs) within Their Linear-Elastic Response. Presented at: Structures Congress 2017, April 6–8, 2017, Denver, Colorado. :
- Experimental tests of precast reinforced concrete beam-column connections. In: Soil Dynamics and Earthquake Engineering, v. 125 (October 2019). (2019):
- Experimental damping on frame structures equipped with buckling-restrained braces (BRBs) working within their linear-elastic response. In: Soil Dynamics and Earthquake Engineering, v. 106 (March 2018). (2018):
- Response to seismic sequences of short-period structures equipped with Buckling-Restrained Braces located on the lakebed zone of Mexico City. In: Journal of Constructional Steel Research, v. 137 (October 2017). (2017):
- The Baseline Stiffness Method for Damage Detection in Buildings Without Baseline Modal Parameters. In: Journal of Earthquake Engineering, v. 15, n. 3 ( 2011). (2011):
- Structural damage detection using the transformation matrix. In: Computers & Structures, v. 83, n. 4-5 (January 2005). (2005):
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Yielding seismic response of code-designed single-storey asymmetric structures. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 6 (June 1998).
https://doi.org/10.1002/(sici)1096-9845(199806)27:6<525::aid-eqe731>3.0.co;2-b
(1998): - Damage detection in instrumented structures without baseline modal parameters. In: Engineering Structures, v. 32, n. 6 (June 2010). (2010):
- A method for preliminary seismic design and assessment of low-rise structures protected with buckling-restrained braces. In: Engineering Structures, v. 123 (September 2016). (2016):
- Damage detection in framed buildings. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 28, n. 1 (February 2001). (2001):
- Damage detection in framed buildings. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 28, n. 1 (February 2001). (2001):
- Study of the bending hysteretic behaviour of ductile steel plates for seismic energy dissipation. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 29, n. 6 (December 2002). (2002):
- Effects of Buckling-Restrained Braces on reinforced concrete precast models subjected to shaking table excitation. In: Engineering Structures, v. 163 (May 2018). (2018):
- (2017): Evaluation of the Experimental and Analytical Dynamic Response of Pedestrian Bridges. Presented at: Footbridge 2017 Berlin - Tell A Story, 6-8.9.2017, Technische Universität Berlin (TU Berlin).
- Second monitoring and surveillance of the response of a cable-stayed bridge. Presented at: IABSE Conference: Cable-Stayed Bridges - Past, Present and Future, Malmö, Sweden, 2-4 June 1999. (1999):