• JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
 
  Bookmark and Share
 
 
Master's Dissertation
DOI
10.11606/D.18.2002.tde-23062008-153756
Document
Author
Full name
Malton Lindquist
E-mail
Institute/School/College
Knowledge Area
Date of Defense
Published
São Carlos, 2002
Supervisor
Committee
Paiva, João Batista de (President)
Traina, Agma Juci Machado
Venturini, Wilson Sergio
Title in Portuguese
Aplicativo windows para análise e dimensionamento de pórticos planos em concreto armado
Keywords in Portuguese
Concreto armado
Pórticos planos
Programação de computadores
Projeto
Abstract in Portuguese
O objetivo deste trabalho foi desenvolver um programa para auxílio didático em disciplinas que envolvam a análise estrutural, o dimensionamento e o detalhamento de pórticos planos de concreto armado. O programa age como um pós-processador, obtendo dados, como esforços nos nós e deslocamentos nodais de um processador existente, interpreta esses dados e dimensiona a estrutura para resistir aos esforços de acordo com a NBR 6118:2001. Para verificação dos resultados foi feita uma comparação entre o dimensionamento efetuado pelo programa DTool e o realizado pelo programa TQS, justificando as diferenças que possa haver entre os dois processos.
Title in English
Analysis and design of reinforced concrete plane frames using a windows based program
Keywords in English
Computer programming
Design
Plane frames
Reinforced concrete
Abstract in English
The purpose of this paper is the development of a program capable to aid didactically in disciplines related to structural analysis, and in designing and projecting reinforced concrete plane frames. This software works as a post-processor, receiving data from a processor such as nodal efforts and displacements. It interprets those data and designs the structure in order they resist acceptably those stresses, using processes that are recommended by the brazilian code NBR 6118:2001. For results verification a comparison between design by DTool and TQS is presented, and eventual differences between them are justified.
 
WARNING - Viewing this document is conditioned on your acceptance of the following terms of use:
This document is only for private use for research and teaching activities. Reproduction for commercial use is forbidden. This rights cover the whole data about this document as well as its contents. Any uses or copies of this document in whole or in part must include the author's name.
Publishing Date
2008-06-27
 
WARNING: Learn what derived works are clicking here.
All rights of the thesis/dissertation are from the authors
Centro de Informática de São Carlos
Digital Library of Theses and Dissertations of USP. Copyright © 2001-2020. All rights reserved.