Evaluation of the instability parameters for three-dimensional structures of tall ...
DETERMINATION OF THE PARAMETERS OF INSTABILITY ON TALL BUILDING STRUCTURES BY BRAZ...
Optimization of reinforced concrete towers to support eolic generators
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Author(s): |
Faustino Sanches Júnior
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: | 1998-05-14 |
Examining board members: |
Wilson Sérgio Venturini;
Marcio Roberto Silva Corrêa;
Antonio Rubens Portugal Mazzilli
|
Advisor: | Wilson Sérgio Venturini |
Abstract | |
The aim of this work is to give a contribution to structural analysis of reinforced concrete building floors. Therefore, DEBERNARDI\'s and GHALI & FAVRE\'s models for reinforced concrete were implemented. The results are obtained at the loading application instant and at any instant of time, considering therefore the creep. In this work, it is presented the formulations of the adopted models and the variables used in the process. Some practical examples of application for the developed algorithms are shown. Finally, it is discussed the redistribution of bending moments that may occur in reinforced concrete grid structures. (AU) |