Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Nonlinear Seismic Response Of Single Piles
In this paper, a method is proposed to analyse the seismic response of single piles under nonlinear soil condition. It is based on the Winkler foundation model formulated in the time domain, which makes use of p‐y curves described by the Ramberg‐Osgood relationship. The analyses are performed referring to a pile embedded in two‐layer soil profiles with different sharp stiffness contrast. Italian seismic records are used as input motion. The calculated bending moments in the pile are compared to those obtained using other theoretical solutions.
Nonlinear Seismic Response Of Single Piles
In this paper, a method is proposed to analyse the seismic response of single piles under nonlinear soil condition. It is based on the Winkler foundation model formulated in the time domain, which makes use of p‐y curves described by the Ramberg‐Osgood relationship. The analyses are performed referring to a pile embedded in two‐layer soil profiles with different sharp stiffness contrast. Italian seismic records are used as input motion. The calculated bending moments in the pile are compared to those obtained using other theoretical solutions.
Nonlinear Seismic Response Of Single Piles
Cairo, R. (Autor:in) / Conte, E. (Autor:in) / Dente, G. (Autor:in) / Santini, Adolfo (Herausgeber:in) / Moraci, Nicola (Herausgeber:in)
2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake ; 2008 ; Reggio Calabria (Italy)
AIP Conference Proceedings ; 1020 ; 602-609
08.07.2008
8 pages
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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