The use of natural period of vibration as an indicator of the global second-order ...
Progressive Collapse Sensitivity of Reinforced Concrete Frames.
Analysis of reinforced concrete reservoirs using different models
![]() | |
Author(s): |
Malton Lindquist
Total Authors: 1
|
Document type: | Master's Dissertation |
Press: | São Carlos. |
Institution: | Universidade de São Paulo (USP). Escola de Engenharia de São Carlos (EESC/SBD) |
Defense date: | 2002-09-13 |
Examining board members: |
João Batista de Paiva;
Agma Juci Machado Traina;
Wilson Sergio Venturini
|
Advisor: | João Batista de Paiva |
Abstract | |
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. (AU) |