| |
Author  |
Title |
Year |
Publication |
Volume |
Pages |
Links |
|
|
Araya-Letelier, G.; Parra, P.F.; Lopez-Garcia, D.; Garcia-Valdes, A.; Candia, G.; Lagos, R. |
Collapse risk assessment of a Chilean dual wall-frame reinforced concrete office building |
2019 |
Engineering Structures |
183 |
770-779 |
|
|
|
Cando, M.A.; Hube, M.A.; Parra, P.F.; Arteta, C.A. |
Effect of stiffness on the seismic performance of code -conforming reinforced concrete shear wall buildings |
2020 |
Engineering Structures |
219 |
14 pp |
|
|
|
Parra, P.F.; Arteta, C.A.; Moehle, J.P. |
Modeling criteria of older non-ductile concrete frame-wall buildings |
2019 |
Bulletin Of Earthquake Engineering |
17 |
6591-6620 |
|
|
|
Parra, P.F.; Moehle, J.P. |
Effects of strain gradients in the onset of global buckling in slender walls due to earthquake loading |
2020 |
Bulletin Of Earthquake Engineering |
18 |
3205-3221 |
|
|
|
Parra, P.F.; Moehle, J.P. |
Stability of Slender Wall Boundaries Subjected to Earthquake Loading |
2017 |
Aci Structural Journal |
114 |
1627-1636 |
|
|
|
Ugalde, D.; Lopez-Garcia, D.; Parra, P.F. |
Fragility-based analysis of the influence of effective stiffness of reinforced concrete members in shear wall buildings |
2020 |
Bulletin Of Earthquake Engineering |
18 |
2061-2082 |
|
|
|
Ugalde, D.; Parra, P.F.; Lopez-Garcia, D. |
Assessment of the seismic capacity of tall wall buildings using nonlinear finite element modeling |
2019 |
Bulletin Of Earthquake Engineering |
17 |
6565-6589 |
|
