Variations in the dynamic response of structures founded on piles induced by obliquely incident SV waves-Reference-Cited by-同舟云学术

Variations in the dynamic response of structures founded on piles induced by obliquely incident SV waves

Published:2019-03-15 Issue:7 Volume:48 Page:772-791
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn

Author:

Medina Cristina¹^ORCID,Álamo Guillermo M.¹^ORCID,Aznárez Juan J.¹^ORCID,Padrón Luis A.¹^ORCID,Maeso Orlando¹^ORCID

Affiliation:

1. Instituto Universitario de Sistemas Inteligentes y Aplicaciones Numéricas en Ingeniería (SIANI)Universidad de Las Palmas de Gran Canaria Las Palmas Spain

Funder

Ministerio de Educación, Cultura y Deporte

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3160

Reference24 articles.

1. Seismic Response of Piles to Obliquely Incident SH, SV, and P Waves

2. Response of piles and pile groups to travelling SH-waves

3. Seismic response of pile groups under oblique-shear and Rayleigh waves

4. Response of pile foundations to rayleigh waves and obliquely incident body waves

5. Influences of type of wave and angle of incidence on seismic bending moments in pile foundations

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1. Study of the dynamic interactions between helix-stiffened cement mixing piles and soft soil under oblique incidence of SV waves in arbitrary space;Computers and Geotechnics;2024-07

2. Effect of a symmetric V‐shaped canyon on the seismic response of an adjacent building under oblique incident SH waves;Earthquake Engineering & Structural Dynamics;2023-02-22

3. Lateral free-field responses and kinematic interaction of monopiles to obliquely incident seismic waves in offshore engineering;Computers and Geotechnics;2021-04

4. A centrifugal experimental investigation on the seismic response of group-pile foundation in a slope with an inclined weak intercalated layer;Soil Dynamics and Earthquake Engineering;2020-03