Analysis of Second Order Effects: Case Study

  • Jeferson Rafael Bueno Universidade Federal de Santa Catarina – UFSC e Universidade Tecnológica Federal do Paraná – UTFPR
  • Daniel Domingues Loriggio Professor Titular, Departamento de Engenharia Civil, Universidade Federal de Santa Catarina – UFSC

Abstract

This paper presents a nonlinear static analysis of a reinforced concrete plane frame. It has as main objective is to realize a global stability verification of a plane frame, by using geometric stiffness matrix. In order to obtain first and second order combined effects, equilibrium and kinematic relations were studied in the deformed geometric configuration. These results were obtained by using geometric stiffness matrix and multiplying horizontal forces by Gamma-Z coefficient. Both procedures disclosed very similar results in the study, indicating that Gamma-Z can be used to study equilibrium and kinematic relations in deformed geometrical configuration of the structure.

Author Biographies

Jeferson Rafael Bueno, Universidade Federal de Santa Catarina – UFSC e Universidade Tecnológica Federal do Paraná – UTFPR
Doutorando em Engenharia Civil (Estruturas) na Universidade Federal de Santa Catarina – UFSC, Professor efetivo da Universidade Tecnológica Federal do Paraná – UTFPR, Campo Mourão – PR.
Daniel Domingues Loriggio, Professor Titular, Departamento de Engenharia Civil, Universidade Federal de Santa Catarina – UFSC
Professor Titular, Departamento de Engenharia Civil, Universidade Federal de Santa Catarina – UFSC
Efeitos de segunda ordem em edifícios
Published
2016-07-12
Section
Artigos