Analytical and Numerical funicular analysis by means of the Parametric Force Density Method



Document title: Analytical and Numerical funicular analysis by means of the Parametric Force Density Method
Journal: Journal of applied research and technology
Database: PERIÓDICA
System number: 000399049
ISSN: 1665-6423
Authors: 1
1
Institutions: 1Universidad Politécnica, Escuela Técnica Superior de Arquitectura, Madrid. España
Year:
Season: Abr
Volumen: 14
Number: 2
Pages: 108-124
Country: México
Language: Inglés
Document type: Artículo
Approach: Aplicado, descriptivo
English abstract The funicular concept has often been used in different stages of structural analysis and design. This paper presents two new methods: Analytical , A-FDM , and Numerical method , N-FDM , based on a parametric application of the original Force Density Method (FDM ). This is an especially useful way of visualizing a set of solutions and optimizing, i.e. selecting one specific funicular related to a set of constraints. Two structural algorithms are implemented iteratively with Maple ® in real time, and output is also linked to AutoCAD ®. Maple ® facilitates control of geometrical constraints, while AutoCAD ® helps to show all parameterized data. Because of their practical interest, special emphasis is placed on masonry structures using a Limit Analysis approach and preliminary design. Examples of the application of both methods are depicted
Disciplines: Ingeniería
Keyword: Ingeniería civil,
Análisis de estructuras,
Estructuras de mampostería,
Método de la densidad de la fuerza,
Análisis numérico
Keyword: Engineering,
Civil engineering,
Structure analysis,
Masonry structures,
Force density method,
Numerical analysis
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