Luis F. Ibarra, Ph.D.

Affiliations: 
2004 Stanford University, Palo Alto, CA 
Area:
Civil Engineering
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"Luis Ibarra"

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Helmut Krawinkler grad student 2004 Stanford
 (Global collapse of frame structures under seismic excitations.)
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Publications

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Eidelpes E, Ibarra LF, Medina RA. (2020) A probabilistic assessment of PWR SNF cladding pinching failure considering potential transportation accident conditions Nuclear Engineering and Design. 358: 110423
Wang Y, Ibarra L, Pantelides C. (2020) Effect of incidence angle on the seismic performance of skewed bridges retrofitted with buckling-restrained braces Engineering Structures. 211: 110411
Uribe R, Sattar S, Speicher MS, et al. (2019) Effect of Common U.S. Ground Motion Selection Methods on the Structural Response of Steel Moment Frame Buildings Earthquake Spectra. 35: 1611-1635
Eidelpes E, Ibarra LF, Medina RA. (2019) Probabilistic Assessment of Peak Cladding Hoop Stress and Hydrogen Content of PWR SNF Rod Cladding Nuclear Technology. 205: 1095-1118
Eidelpes E, Ibarra LF, Medina RA. (2019) A probabilistic assessment of PWR SNF pinching failure considering hydride-related cladding embrittlement Nuclear Engineering and Design. 351: 116-130
Upadhyay A, Pantelides CP, Ibarra L. (2019) Residual drift mitigation for bridges retrofitted with buckling restrained braces or self centering energy dissipation devices Engineering Structures. 199: 109663
Wang Y, Ibarra L, Pantelides C. (2019) Collapse capacity of reinforced concrete skewed bridges retrofitted with buckling-restrained braces Engineering Structures. 184: 99-114
Eidelpes E, Ibarra LF, Medina RA. (2018) Ring compression tests on un-irradiated nuclear fuel rod cladding considering fuel pellet support Journal of Nuclear Materials. 510: 446-459
Adam C, Kampenhuber D, Ibarra LF, et al. (2017) Optimal Spectral Acceleration-based Intensity Measure for Seismic Collapse Assessment of P-Delta Vulnerable Frame Structures Journal of Earthquake Engineering. 21: 1-7
Adam C, Kampenhuber D, Ibarra LF. (2017) Optimal intensity measure based on spectral acceleration for P-delta vulnerable deteriorating frame structures in the collapse limit state Bulletin of Earthquake Engineering. 15: 4349-4373
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