Citas bibligráficas
Pareja, N., (2012). Estudio del comportamiento sísmico lineal y no lineal de pórticos metálicos resistentes a momentos [Tesis, Universidad Nacional de Ingeniería]. http://hdl.handle.net/20.500.14076/1399
Pareja, N., Estudio del comportamiento sísmico lineal y no lineal de pórticos metálicos resistentes a momentos [Tesis]. : Universidad Nacional de Ingeniería; 2012. http://hdl.handle.net/20.500.14076/1399
@mastersthesis{renati/704713,
title = "Estudio del comportamiento sísmico lineal y no lineal de pórticos metálicos resistentes a momentos",
author = "Pareja Sulla, Nelson Roger",
publisher = "Universidad Nacional de Ingeniería",
year = "2012"
}
In recent years Peru is experiencing a large increase in constructions of steel of mid rise, so that this research work is oriented to the study of behavior nonlinear of moment resisting frame where shows differents models nonlinear for seismic behavior of steel frames. For development the present research work a model is used and to simplify the problem of nonlinearity through a multispring element in predetermined areas to predict the nonlinear behavior of a structure. Through this model has been developed a computer program for nonlinear analysis of steel structures in two dimensions. To verify the computer program made has used a test provided by my thesis advisor. Also, it is verified the computer program made, with the computer program SAP2000, giving similar results compared with the model used, through a pushover analysis. Finally, the results are analized using the computer program made compared with the test model used to calibrate the computer program.
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