Influences of type of wave and angle of incidence on seismic bending moments in pile foundations-Reference-Cited by-同舟云学术

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

Published:2013-06-26 Issue:1 Volume:43 Page:41-59
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Zarzalejos J. M.¹,Aznárez J. J.¹,Padrón L. A.¹,Maeso O.¹

Affiliation:

1. Instituto Universitario de Sistemas Inteligentes y Aplicaciones Numéricas en Ingeniería (SIANI); Universidad de Las Palmas de Gran Canaria, Edificio Central del Parque Científico y Tecnológico; Campus Universitario de Tafira 35017 Las Palmas de Gran Canaria Spain

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2330/fullpdf

Reference21 articles.

1. Apparent propagation velocity of body waves;O'Rourke;Earthquake Engineering & Structural Dynamics,1982

2. Seismic response of piles to obliquely incident SH, SV and P waves;Mamoon;Journal of Geotechnical Engineering, ASCE,1990

3. Response of piles and pile groups to travelling SH-waves;Mamoon;EEarthquake Engineering and Structural Dynamics,1990

4. Seismic response of pile groups under oblique-shear and Rayleigh waves;Makris;Earthquake Engineering and Structural Dynamics,1995

5. Response of pile foundations to Rayleigh waves and obliquely incident body waves;Kaynia;Earthquake Engineering and Structural Dynamics,1992

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