Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Andrea C. Riaño"'
Autor:
Hiroyuki Miura, Masashi Matsuoka, Juan C. Reyes, Nelson Pulido, Mitsufumi Hashimoto, Andrea C. Riaño, Alvaro Hurtado, Raul Rincon, Helber García, Carlos Lozano
Publikováno v:
ISPRS International Journal of Geo-Information, Vol 12, Iss 12, p 471 (2023)
Early disaster responses in damaged areas after a large earthquake are indispensable for stakeholders to assess and grasp the impacts such as building and infrastructure damage and disrupted community functionality as soon as possible. This study int
Externí odkaz:
https://doaj.org/article/68c1f36fc2184edb8ecbdef2a7935429
Autor:
Andrea C. Riaño, Juan C. Reyes, Luis E. Yamin, Julian S. Montejo, Jose L. Bustamante, Jacobo Bielak, Nelson Pulido, Carlos E. Molano, Alcides Huguett
Publikováno v:
Ingeniería e Investigación, Vol 37, Iss 2, Pp 42-51 (2017)
Knowledge regarding the characteristics of soils in Bogotá basin has been possible to get through previous microzonation studies. However, there is still insufficient knowledge of the crustal velocity structure of the region. Bogotá is located in a
Externí odkaz:
https://doaj.org/article/f8112a8809db4b8e9b569717942ebec1
Autor:
Andrea C. Riaño, Juan C. Reyes, Jacobo Bielak, Doriam Restrepo, Ricardo Taborda, Luis E. Yamin
The basin beneath the greater metropolitan area of Bogotá, Colombia, consists of soft material deposits with shear wave velocity Vs ≤ 400 m/s that reach depths up to 425 m. Located on a high plateau in the eastern cordillera of the Colombian Andes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31da759f4c3c581549c8e53e19237e29
https://doi.org/10.5194/egusphere-gc11-solidearth-36
https://doi.org/10.5194/egusphere-gc11-solidearth-36
Autor:
Jacobo Bielak, Andrea C. Riaño, Doriam Restrepo, Juan C. Reyes, Ricardo Taborda, Luis E. Yamin
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:155-176
Autor:
Carolina Herrera, Andrea C. Riaño, Julian Daza, Rodrigo Rueda, Juan C. Reyes, Luis E. Yamin, Esteban Prada, Raul Rincon
Publikováno v:
Soil Dynamics and Earthquake Engineering. 114:480-494
The seismic design of buildings and infrastructure components requires the estimation of the hazard considering the dynamic response of the soil deposits, which substantially modifies the characteristics of the input motion at the rock basement. Seis
Autor:
Juan C. Reyes, Luis E. Yamin, Alcides Huguett, Carlos E. Molano, Jacobo Bielak, Jose L. Bustamante, Nelson Pulido, Andrea C. Riaño, Julian S. Montejo
Publikováno v:
Ingeniería e Investigación, Vol 37, Iss 2, Pp 42-51 (2017)
Repositorio UN
Universidad Nacional de Colombia
instacron:Universidad Nacional de Colombia
Repositorio UN
Universidad Nacional de Colombia
instacron:Universidad Nacional de Colombia
Knowledge regarding the characteristics of soils in Bogotá basin has been possible to get through previous microzonation studies. However, there is still insufficient knowledge of the crustal velocity structure of the region. Bogotá is located in a
Publikováno v:
Engineering Structures. 88:125-137
The modal-pushover-based-scaling (MPS) procedure has been developed for appositely selecting and scaling earthquake records for nonlinear response history analyses (RHAs) of multi-story symmetric-plan and single-story unsymmetric-plan buildings. This
Publikováno v:
Engineering Structures. 72:171-181
Current performance-based seismic design procedures rely on response history analysis (RHA) for estimating engineering demand parameters (EDPs) of base-isolated structures, high-rise buildings and irregular structural systems. Ground motion records f
Publikováno v:
Seismic Behaviour and Design of Irregular and Complex Civil Structures II ISBN: 9783319142456
In performance assessment and design verification of complex structural systems including base-isolated buildings, high-rise structures and structures utilizing advanced lateral force resisting components (e.g., viscous dampers), nonlinear response h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de334bf4ee592f14ab5d8f32805bfbca
https://doi.org/10.1007/978-3-319-14246-3_1
https://doi.org/10.1007/978-3-319-14246-3_1