Análise dinâmica de torres e estruturas elevadas lateralmente carregadas

The dynamic response of tall building is studied for two different behaviors of structures: a cantilever beam and a shear building. The wind action is supposed to be deterministic. A viscous type damping is introduced and the general equations of the motion are obtained from the Hamilton Principle. Some considerations are done on the nature of the damping matrix, by means of specifying the percentage of critical damping, uncoupling of damped systems and methods for the calculation of the eigenvalues. An automatic computer program is developed to provide the dynamic characteristics and response to several types of loading. The program is written in FORTRAN for the IBM/360 computer.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1974

Author dc:creator

• Oliveira, Romilde Almeida de

Advisor dc:contributor.advisor

• Gomes, Paulo Alcantara

• Análise não linear de estrturas

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/2586

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/2586