Technical Papers
Mar 14, 2017

Fuzzy Modeling of the Functional Service Life of Architectural Heritage Buildings

Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 5

Abstract

This paper addresses maintenance planning in heritage buildings. Currently, social, economic, and environmental factors raise concerns about the durability and service life of buildings. This study on the service life of historical buildings in terms of functionality presents a complex analysis that has yet to be developed in great depth. In this sense, a new expert system based on fuzzy logic for the prognosis of the functional service life of buildings is established. The system developed intends to manage vulnerabilities and risk variables that affect a building’s performance. These parameters are involved in the building management and maintenance process and indicate durability in terms of serviceability as an output model parameter. The aim of this paper is to describe a new application of a fuzzy inference system based on expert knowledge. This approach discusses the serviceability of architectural heritage buildings using a Mamdani fuzzy model. In this methodology, the vulnerability and risk condition of nine theoretical case studies and five real buildings located in southern Spain are analyzed. In this case study, the application model is shown in a set of a five heritage buildings situated in southern Europe (Andalusia, Spain), which were only analyzed through in situ visual inspections. This system is able to give priorities relating to preventive conservation activities in homogeneous groups of heritage buildings. The approach gives useful information based on a functional criterion regarding the current state of the buildings. The fuzzy model aims to be an indicator for the future evolution of a building’s functionality.

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Acknowledgments

The authors gratefully acknowledge the support of Ph.D. Santiago Sánchez Solano Seville Institute of Microelectronics and National Microelectronics Centre (IMSE-CNM), which belongs to the Spanish National Research Council (CSIC). This paper has been supported by and is based on the methodology developed by two Projects: RIVUPH, an Excellence Project of Junta de Andalucía (code HUM-6775), and Art-Risk, a RETOS project of Ministerio de Economía y Competitividad and Fondo Europeo de Desarrollo Regional (FEDER), [code: BIA2015-64878-R (MINECO/FEDER, UE)].

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 5October 2017

History

Received: Jun 29, 2016
Accepted: Dec 2, 2016
Published online: Mar 14, 2017
Discussion open until: Aug 14, 2017
Published in print: Oct 1, 2017

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A. J. Prieto [email protected]
Master in Construction Management, Dept. of Architectural Construction II, ETSIE–Univ. of Seville, Ave. Reina Mercedes, 4 A, 41012 Seville, Spain (corresponding author). E-mail: [email protected]
J. M. Macías-Bernal [email protected]
Professor, Dept. of Architectural Construction II, ETSIE–Univ. of Seville, Ave. Reina Mercedes, 4 A, 41012 Seville, Spain. E-mail: [email protected]
María-José Chávez [email protected]
Professor, Dept. of Applied Mathematics I, ETSIE–Univ. of Seville, Ave. Reina Mercedes, 4 A, 41012 Seville, Spain. E-mail: [email protected]
F. J. Alejandre [email protected]
Professor, Dept. of Architectural Construction II, ETSIE–Univ. of Seville, Ave. Reina Mercedes, 4 A, 41012 Seville, Spain. E-mail: [email protected]

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