Confiabilidade de estruturas reticuladas em ambientes de processamento paralelo

ln this work application of the First Order Second Moment reliability theory was used to asses the nominal failure probability of framed structures. A elast-plastic limit state function to structural elements and specialists methods were used for this purpose. A method to identify the most likely failure modes was developed. The software was implemented in a parallel computer with a host (microVax) associated to 21 nodes 68020 Motorola processors with 2 Mbytes of memory.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1989

Author dc:creator

• Sagrilo, Luis Volnei Sudati

Advisor dc:contributor.advisor

• Lima, Edison Castro Prates de

• Engenharia Civil

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/3912

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/3912