J. I. Restrepo
- Shake Table Testing of a Full-Scale Five-Story Building: System Identification of the Five-Story Test Structure. Vorgetragen bei: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013. :
- Material Model Parameters for the Giuffrè-Menegotto-Pinto Uniaxial Steel Stress-Strain Model. In: Journal of Structural Engineering (ASCE), v. 146, n. 2 (Februar 2020). (2020):
- Precast Diaphragm Response in Half-Scale Shake Table Test. In: Journal of Structural Engineering (ASCE), v. 145, n. 5 (Mai 2019). (2019):
- Ductile Steel Connections for Seismic Resistant Precast Buildings. In: Journal of Earthquake Engineering, v. 7, n. 4 ( 2003). (2003):
- Shake-Table Tests of Confined-Masonry Rocking Walls with Supplementary Hysteretic Damping. In: Journal of Earthquake Engineering, v. 13, n. 6 ( 2009). (2009):
- Response of RC T-Beams Strengthened for Flexure with Staggered CFRP Plates. In: Journal of Composites for Construction, v. 5, n. 3 (August 2001). (2001):
- Earthquake-induced floor horizontal accelerations in buildings. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 3 (März 2002). (2002):
- Experimental characterization, modeling and identification of the NEES-UCSD shake table mechanical system. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 2 (Februar 2008). (2008):
- Seismic Performance of Cold-Formed Steel Wall Systems in a Full-Scale Building. In: Journal of Structural Engineering (ASCE), v. 141, n. 10 (Oktober 2015). (2015):
- Integrated Analytical and Experimental Research to Develop a New Seismic Design Methodology for Precast Concrete Diaphragms. In: Journal of Structural Engineering (ASCE), v. 139, n. 7 (Juli 2013). (2013):