Um modelo semi-analítico em elementos finitos para interação inercial em análise sísmica

A semi-analytic finite element model for seismic inertial analysis of structures with pile foundation is presented here. The properties of the elements are stablished through the elastic Mindlin's formula. The results of the analysis of a typical vent stack of a nuclear power station, for a simplified accelerogram is shown also.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1980

Author dc:creator

• Santos, Sergio Hampshire de Carvalho

Advisor dc:contributor.advisor

• Venâncio Filho, Fernando

• Engenharia Civil

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/3003

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/3003