Back to results

Universidade Federal do Rio de Janeiro

Conforto humano em edifícios altos devido ao efeito do vento

Abstract

dc:description.abstract

This work aims to sort informations about vibration levels for human confort in high building produced by lateral action of the wind. Based on the researched bibliography three methods for maximum recommended limits have been classified herein. Among of methods for obtaining the wind load, in the present analysis of a real structure, Davenport method, the two methods presented by the brasilian wind code (NB-6123), i.e., the simplified method and the discret method, and a consisted dynamic method have been used. The vibration levels have been obtained using those methods for posterior analysis of human confort. This analysis has shown a significant difference of the Davenport method in comparison with the others methods. The choice of a method for obtaining the wind load has shown little influence on the check of human comfort. For the presented example, all the results have located the structure in the same confort condition. The comparison of the referred limits is not straightforward, since those informations are referred to distinct perception levels. Nevertheless, the presented classification facilitates the analysis of human confort in design.

Degree

thesis:*
Grantor dc:publisher
Universidade Federal do Rio de Janeiro
Year dc:date.issued
1990

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Carvalho, Marcelo Meirelles de
Advisor dc:contributor.advisor
  • Soriano, Humberto Lima

Subjects

dc:subject × 1

Rights

dc:rights
Statement dc:rights
  • Acesso Aberto
Language dc:language
por

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/11422/3957
OAI identifier oai:identifier
oai:pantheon.ufrj.br:11422/3957

Chain of custody

source
Harvested from
Brazil UERJ
Base URL
pantheon.ufrj.br/oai/request
Last updated
2026-07-24
Source record
OAI-PMH GetRecord
citation

Carvalho, Marcelo Meirelles de. Conforto humano em edifícios altos devido ao efeito do vento. Universidade Federal do Rio de Janeiro, 1990. http://hdl.handle.net/11422/3957