COMPARATIVE OF THE STRUCTURAL ANALYSIS CARRIED OUT WITH STAAD SOFTWARE AND WITH TRADITIONAL MANUAL METHODS
DOI:
https://doi.org/10.36825/RITI.05.10.021Keywords:
Structural Analysis, Method of Flexibilities, Regide Methods, Method of CrossAbstract
The analysis and design of the structures of buildings require a high degree of certainty in their calculations to ensure that the results of these stages will be reflected in a safe construction and that it can be used with the confidence that our environment must represent. This article focuses on the revision of the analysis stage through the use of computer programs for the realization of such calculations, making a comparison of the results with the classical methods of structural analysis, including the methods of distribution of moments of Cross, the flexibilities method, the rigidities method and a professional structural analysis software.
References
Kassimali, A. Análisis Estructural, Quinta ed., México: Cengage Learning, 2015.
González Cuevas, Ó. M. Análisis Estructural, Primera ed., México: Limusa, 2009.
Cross, H. Simplified Rigid Frame Design, Proceedings of the American Concrete, 26, (1929), pp. 170-183.
Cross, H. Analysis Continuous Frames by Distrihuting Fixed-End Moments, Proceedings of the American Concrete, 56, 5(1930), pp. 919-928,
Jaramillo Jiménez, J. Ó. Analisis clasico de estructuras, Primera ed., Bogota: Universidad Nacional de Colombia, 2004.
Hibbeler, R. C. Análisis Estructural, Octava ed., México: Pearson Educación, 2012.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2017 Revista de Investigación en Tecnologías de la Información
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Esta revista proporciona un acceso abierto a su contenido, basado en el principio de que ofrecer al público un acceso libre a las investigaciones ayuda a un mayor intercambio global del conocimiento.
El texto publicado en la Revista de Investigación en Tecnologías de la Información (RITI) se distribuye bajo la licencia Creative Commons (CC BY-NC
), que permite a terceros utilizar lo publicado citando a los autores del trabajo y a RITI, pero sin hacer uso del material con propósitos comerciales.
