Laura N. Lowes

Affiliations: 
Civil and Environmental Engineering University of Washington, Seattle, Seattle, WA 
Area:
Civil Engineering
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"Laura Lowes"
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Publications

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Behrouzi AA, Mock AW, Lehman DE, et al. (2020) Impact of bi-directional loading on the seismic performance of C-shaped piers of core walls Engineering Structures. 225: 111289
Seok S, Haikal G, Ramirez JA, et al. (2020) Finite element simulation of bond-zone behavior of pullout test of reinforcement embedded in concrete using concrete damage-plasticity model 2 (CDPM2) Engineering Structures. 221: 110984
Hua J, Eberhard MO, Lowes LN, et al. (2019) Modes, Mechanisms, and Likelihood of Seismic Shear Failure in Rectangular Reinforced Concrete Columns Journal of Structural Engineering-Asce. 145: 4019096
Marafi NA, Ahmed KA, Lehman DE, et al. (2019) Variability in Seismic Collapse Probabilities of Solid- and Coupled-Wall Buildings Journal of Structural Engineering-Asce. 145: 4019047
Lowes LN, Lehman DE, Whitman Z. (2019) Investigation of failure mechanisms and development of design recommendations for flexural reinforced concrete walls Engineering Structures. 186: 323-335
Kolozvari K, Arteta C, Fischinger M, et al. (2018) Comparative Study of State-of-the-Art Macroscopic Models for Planar Reinforced Concrete Walls Aci Structural Journal. 115: 1637-1657
Shegay AV, Motter CJ, Elwood KJ, et al. (2018) Impact of Axial Load on the Seismic Response of Rectangular Walls Journal of Structural Engineering-Asce. 144: 4018124
Seok S, Haikal G, Ramirez JA, et al. (2018) High-resolution finite element modeling for bond in high-strength concrete beam Engineering Structures. 173: 918-932
Pugh JS, Lowes LN, Lehman DE. (2018) Corrigendum to “Nonlinear line-element modeling of flexural reinforced concrete walls” [Eng. Struct. 104 (2015) 174–192] Engineering Structures. 171: 894
Welt T, Lehman D, Lowes L, et al. (2018) A constitutive model for confined concrete in slender rectangular RC sections incorporating compressive energy Construction and Building Materials. 193: 344-362
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