Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Doriam Restrepo"'
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:
Ricardo Taborda, Wenyang Zhang, Bulent Erkmen, Jorge G. F. Crempien, Aslı Kurtuluş, Ertugrul Taciroglu, Doriam Restrepo
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:177-196
Autor:
Doriam Restrepo, Ricardo Taborda
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 42:2095-2108
Publikováno v:
Revista Facultad de Ingeniería, Vol 19, Iss 29 (2011)
Las características de los movimientos sísmicos se modifican cuando las ondas cambian de medio depropagación; el contacto entre el suelo y el aire es uno de estos casos, al igual que el contacto entre la corteza y los depósitos de suelo superfici
Externí odkaz:
https://doaj.org/article/5c0ee1aa54dd482abc367a640f75eaaf
Autor:
Daniel Giraldo, Doriam Restrepo
Publikováno v:
Computational Mechanics. 60:883-903
This study examines the applicability of the spectral cell method (SCM) to compute the nonlinear earthquake response of complex basins. SCM combines fictitious-domain concepts with the spectral-version of the finite element method to solve the wave e
Publikováno v:
Geophysical Journal International. 204:1801-1816
Publikováno v:
Earthquake Engineering and Engineering Vibration. 13:535-543
A method is proposed to estimate the seismic soil-structure-interaction (SSI) effects for use in engineering practice. It is applicable to 2D structures subjected to vertically incident shear waves supported by homogenous half-spaces. The method is a
Autor:
Jacobo Bielak, Doriam Restrepo
Publikováno v:
International Journal for Numerical Methods in Engineering. 100:504-533
SUMMARY This paper presents a numerical scheme based on a fictitious domain framework for the numerical modeling of earthquake-induced ground motion in the presence of realistic surface topography of the Earth's crust. We show that by adopting a non-