Interação de sistemas solo-estaca submetidos a solicitações dinâmicas

The purpose of this work is to present a method of analysis for dynamic soil-pile interaction. An analytical solution in frequency domain is developed for horizontal vibration and circular cross section, modelling the soil as a linear viscoelastic material. A comparison with the model of lumped mass is performed for sensitivity studies, discussing the differences between the two approaches and the role played by several factors.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1985

Author dc:creator

• Paganelli, Leopoldo Machado

Advisor dc:contributor.advisor

• Ebecken, Nelson Francisco Favilla

• Engenharia Civil

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/3630

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/3630