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Abbie B. Liel
Researcher at University of Colorado Boulder
Publications - 147
Citations - 3660
Abbie B. Liel is an academic researcher from University of Colorado Boulder. The author has contributed to research in topics: Earthquake engineering & Engineering. The author has an hindex of 24, co-authored 125 publications receiving 2812 citations. Previous affiliations of Abbie B. Liel include California State University, Chico & Stanford University.
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Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings
TL;DR: In this paper, the authors considered the effect of structural component strength, stiffness, deformation capacity, and cyclic deterioration on the collapse risk of reinforced-concrete moment frame buildings, including both ductile and non-ductile frames.
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Seismic Collapse Safety of Reinforced Concrete Buildings. I: Assessment of Ductile Moment Frames
TL;DR: In this paper, the authors apply nonlinear dynamic analyses to assess the risk of collapse of RC SMF buildings to quantify the seismic safety implied by modern building codes, and find that on average, these buildings have an 11% probability of collapse under ground motion intensities with a 2% probability for exceedance in 50 years.
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Effect of ground motion duration on earthquake-induced structural collapse
Meera Raghunandan,Abbie B. Liel +1 more
TL;DR: In this paper, the authors examined the effect of ground motion duration on the collapse of reinforced concrete structures by conducting incremental dynamic analysis on nonlinear multiple-degree-of-freedom models of concrete frame buildings with different structural properties.
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Seismic Collapse Safety of Reinforced Concrete Buildings. II: Comparative Assessment of Nonductile and Ductile Moment Frames
Abbie B. Liel,Abbie B. Liel,Abbie B. Liel,Curt B. Haselton,Curt B. Haselton,Curt B. Haselton,Gregory G. Deierlein,Gregory G. Deierlein,Gregory G. Deierlein +8 more
TL;DR: In this paper, the authors examined the seismic collapse safety of reinforced concrete frame buildings and examined nonductile moment frames that are representative of those built before the mid-1970s in California.
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Aftershock collapse vulnerability assessment of reinforced concrete frame structures
TL;DR: In this paper, the authors quantified the aftershock vulnerability of four modern ductile reinforced concrete (RC) framed buildings in California by conducting incremental dynamic analysis of nonlinear MDOF analytical models.