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Araya-Letelier, G., Parra, P. F., Lopez-Garcia, D., Garcia-Valdes, A., Candia, G., & Lagos, R. (2019). Collapse risk assessment of a Chilean dual wall-frame reinforced concrete office building. Eng. Struct., 183, 770–779.
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Cando, M. A., Hube, M. A., Parra, P. F., & Arteta, C. A. (2020). Effect of stiffness on the seismic performance of code -conforming reinforced concrete shear wall buildings. Eng. Struct., 219, 14 pp.
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Parra, P. F., & Moehle, J. P. (2017). Stability of Slender Wall Boundaries Subjected to Earthquake Loading. ACI Struct. J., 114(6), 1627–1636.
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Parra, P. F., & Moehle, J. P. (2020). Effects of strain gradients in the onset of global buckling in slender walls due to earthquake loading. Bull. Earthq. Eng., 18(7), 3205–3221.
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Parra, P. F., Arteta, C. A., & Moehle, J. P. (2019). Modeling criteria of older non-ductile concrete frame-wall buildings. Bull. Earthq. Eng., 17(12), 6591–6620.
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Ugalde, D., Lopez-Garcia, D., & Parra, P. F. (2020). Fragility-based analysis of the influence of effective stiffness of reinforced concrete members in shear wall buildings. Bull. Earthq. Eng., 18(5), 2061–2082.
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Ugalde, D., Parra, P. F., & Lopez-Garcia, D. (2019). Assessment of the seismic capacity of tall wall buildings using nonlinear finite element modeling. Bull. Earthq. Eng., 17(12), 6565–6589.
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