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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Kinematic response of single piles to vertically incident P‐waves
Dynamic response of single piles to seismic waves is fundamentally different from the free‐field motion because of the interaction between the pile and the surrounding soil. Considering soil–pile interaction, this paper presents a new displacement model for the steady‐state kinematic response of single piles to vertically incident P‐waves on the basis of a continuum model. The governing equations and boundary conditions of the two undetermined functions in the model are obtained to be coupled by using Hamilton's principle. Then, the two unknown functions are decoupled and solved by an iterative algorithm numerically. A parametric study is performed to investigate the effects of the properties of the soil–pile system on the kinematic response of single piles. It is shown that the effects of the pile–soil modulus ratio, the slenderness ratio of the pile, and the frequency of the incident excitations are very significant. By contrast, the influence of soil damping on the kinematics of the system is slight and can be neglected. Copyright © 2013 John Wiley & Sons, Ltd.
Kinematic response of single piles to vertically incident P‐waves
Dynamic response of single piles to seismic waves is fundamentally different from the free‐field motion because of the interaction between the pile and the surrounding soil. Considering soil–pile interaction, this paper presents a new displacement model for the steady‐state kinematic response of single piles to vertically incident P‐waves on the basis of a continuum model. The governing equations and boundary conditions of the two undetermined functions in the model are obtained to be coupled by using Hamilton's principle. Then, the two unknown functions are decoupled and solved by an iterative algorithm numerically. A parametric study is performed to investigate the effects of the properties of the soil–pile system on the kinematic response of single piles. It is shown that the effects of the pile–soil modulus ratio, the slenderness ratio of the pile, and the frequency of the incident excitations are very significant. By contrast, the influence of soil damping on the kinematics of the system is slight and can be neglected. Copyright © 2013 John Wiley & Sons, Ltd.
Kinematic response of single piles to vertically incident P‐waves
Liu, Qijian (Autor:in) / Deng, Fangjun (Autor:in) / He, Yibin (Autor:in)
Earthquake Engineering & Structural Dynamics ; 43 ; 871-887
01.05.2014
17 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Kinematic response of single piles to vertically incident P-waves
| Tema Archiv | 2014
Kinematic response of single piles to vertically incident P‐waves
| Online Contents | 2014