Abstract

Purpose: This paper aims to develop an efficient model able to reduce catastrophic consequences and the significant number of victims resulting from fires at construction sites. The paper proposes probabilistic modeling aimed to minimize the probability of failure of a construction site. Methodology: The developed model in this paper consists of modeling fire hazards, the vulnerability of the potential targets, and the risk within construction sites. The optimization algorithm called “differential evolution” is used in order to determine the optimal site layout, which is characterized by having the smallest overall probability of failure. A numerical simulation is performed to delineate an appropriate probability density function of the failure of the site. In addition, a geographic information system (GIS) is used to display the spatial variability of fire risk on a construction site. Findings: The paper provides an efficient model to enhance site layout planning and assign locations for supporting temporary facilities at appropriate positions within a construction site. The model is examined through applying it on a simple case study containing numerous facilities. All these facilities are considered vulnerable targets and some of them are potential fire hazards, with different intensity values. Value: Most of the previous research focuses on travel cost distance in developing site layout planning models. This paper fulfills the development of a valuable model able to generate an optimized construction site layout by minimizing the probability of failure of the whole site. It will assist the decision makers and the risk managers in identifying the riskiest zones on a construction site.

Highlights

  • A construction site contains several supporting temporary facilities such as a concrete plant, tower crane, materials storage area, electrical generator, and fuel storage

  • Fire hazard modeling consisted of identifying (a) the hazard sources, i.e., the facilities that trigger the occurrence of the fire; (b) the fire hazard intensity of the hazardous sources through probabilistic density function; (c) the attenuation model that displays the propagation of the fire hazard and its intensity on the impacted targets

  • Tsphaetidailfffierreenritsiakl mevaopluotnioancaolngsotrriuthcmtiown asisteth. eInn trhuenftroamstaerwt othrke,oitpwtimasizaastsiuonmpedrotcheasts.thTehefaGiluISrewoafstuhteilsiizteedwtooudledvbeeloap ctohme bspinaetidalefffierectroisfkinmdaeppeonndaenctoinnsdtrivuicdtiuoanl fsaitielu. rIenothf ealflrfaamcieliwtieosr.kT, ihtewfraasmaesswuomrkedwtahsactatrhreiefdaioluurteoonf a case study which consisted of several facilities, three of them considered potential hazard sources with different hazard levels

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Summary

Introduction

A construction site contains several supporting temporary facilities such as a concrete plant, tower crane, materials storage area, electrical generator, and fuel storage. These facilities are necessary to execute construction activities. The National Fire Protection Association (NFPA) pointed out that, during the period between 2013 and 2017, the average number of fires that occurred yearly in buildings under construction was 3840. These fires approximately yielded $304 million of losses in assets

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