Rendre compatible les techniques traditionnelles et les modernes ...
Rendre compatible les techniques traditionnelles et les modernes ... Rendre compatible les techniques traditionnelles et les modernes ...
Rendre compatible les techniques traditionnelles et les modernesCompatibilizar técnicas tradicionales y modernasCombining traditional and modern techniquesfig 1afig 1bfig 4afig 4bfig 2afig 2bfig 5afig 5bfig 3afig 3bfig 6afig 6bFig1: Building of type A1. Principal tensile stresses of outer fibers due to:(a) G+0.3Q+E x +0.3E y , and (b) G+0.3Q+0.3E x +E y seismic actionFig2: Building of type A1. Principal tensile stresses after adding structural walls, of outer fibersdue to: (a) G+0.3Q+E x +0.3E y , and (b) G+0.3Q+0.3E X+E y seismic actionFig3: Building of type A1. Principal tensile stresses after demolition of internal structuralwalls, of outer fibers, due to: (a) G+0.3Q+EX+0.3EY, and (b) G+0.3Q+0.3EX+EY seismic actionFig4: Building of type A2. Principal tensile stresses for (a) inner fibers due to G+0.3Q-E x -0.3E yseismic action , and (b) outer fibers due to G+0.3Q-0.3E x +E y seismic actionFig5: Building of type A2. Principal tensile stresses after adding structural walls for (a) innerfibers due to G+0.3Q-E x -0.3E y seismic action, and (b) outer fibers due to G+0.3Q-0.3E x +E yFig6: Building of type A2. Principal tensile stresses after demolition of internal structuralwalls for (a) inner fibers due to G+0.3Q-E x -0.3E y , and (b) outer fibers due to G+0.3Q-0.3E x +E yseismic action seismic actionfig 7afig 7bfig 8afig 8bFig7: Building of type B. Principal tensile stresses for inner fibers due to (a) G+0.3Q+E x -0.3E yseismic action, and (b) G+0.3Q+0.3Ex+Ey seismic actionFig8: Building of type B. Principal tensile stresses after the interventions for inner fibers dueto (a) G+0.3Q+E x -0.3E y seismic action, and (b) G+0.3Q+0.3E x +E y seismic action540
Rendre compatible les techniques traditionnelles et les modernesCompatibilizar técnicas tradicionales y modernasCombining traditional and modern techniquesA proposal for the development of thetraditional construction crafts in EgyptA case study of Aswan CityDiaa-Eldin Ibrahim Mohamed Hanafi,Sherif Mohamed Rabie KhashabaDr. Diaa-Eldin Ibrahim Mohamed Hanafi:Faculty of Engineering, Ain-Shams UniversityDr. Sherif Mohamed Rabie Khashaba:Faculty of Engineering, Zagazig UniversiyResearch Problem:Through studying the current situation of traditional crafts in Aswanwe find a clear shrinking in this new constructional result due to therecession of traditional construction crafts and the overwhelming ofnon local construction ways over stable construction ways.Research Target:Offering a proposal to develop traditional construction crafts in thegovernorate of Aswan to match modern needs as well as to maintainlocal identity.Research Methodology:The research was based on a theoretical method to recognize the localconstruction crafts existing in Aswan, their progress, and the transferof expertise. Along with conducting a practical study of constructionmodels expressing the architectural heritage existing in Aswan tocome up with the architectural specifications and local methods ofconstruction and to recognize its positive as well as negative aspectsand also to know the extent to which society accepts them, then toanalyze the previously mentioned points and to come out with asuggestion to develop inherited traditional ways of construction,to match modern requirements, and then to apply this method to acurrent projects and measure the extent to which users will accept it aswell as the extent to which it will contribute to improve the standard oftraditional crafts in Aswan.1- Types of traditional construction crafts in Aswan:A variable collection of traditional crafts in Aswan were located asfollows: fig(1). 2- Reasons for the deterioration Of the traditional constructioncrafts decline in Aswan: crafts restructuring. due to aversion from many people to work in traditional crafts. modern construction systems as an aspect of social prestige. building. required for the usage of traditional construction crafts.3- Proposed methodology for developing and maintainingtraditional crafts in Aswan:After analyzing this research, methodology for preserving the traditionalcrafts in Aswan is proposed and it is as follows:Levels of proposedmethodologyLegislation level Economical level Artistic level Cultural and social level3-1 Cultural and social level: depending on the traditional crafts. 3-2 Technical level: methodologies and techniques of the traditional crafts. would be economically. maximize the benefits of the end product. craftsmen traditional crafts and supplying them with the various technical support3-3 Economical level : total cost of construction. crafts, to increase it. to spread the knowledge about it3-4 Legislation level: the building cost to using traditional crafts541
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<strong>Rendre</strong> <strong>compatible</strong> <strong>les</strong> <strong>techniques</strong> traditionnel<strong>les</strong> <strong>et</strong> <strong>les</strong> <strong>modernes</strong>Compatibilizar técnicas tradiciona<strong>les</strong> y modernasCombining traditional and modern <strong>techniques</strong>fig 1afig 1bfig 4afig 4bfig 2afig 2bfig 5afig 5bfig 3afig 3bfig 6afig 6bFig1: Building of type A1. Principal tensile stresses of outer fibers due to:(a) G+0.3Q+E x +0.3E y , and (b) G+0.3Q+0.3E x +E y seismic actionFig2: Building of type A1. Principal tensile stresses after adding structural walls, of outer fibersdue to: (a) G+0.3Q+E x +0.3E y , and (b) G+0.3Q+0.3E X+E y seismic actionFig3: Building of type A1. Principal tensile stresses after demolition of internal structuralwalls, of outer fibers, due to: (a) G+0.3Q+EX+0.3EY, and (b) G+0.3Q+0.3EX+EY seismic actionFig4: Building of type A2. Principal tensile stresses for (a) inner fibers due to G+0.3Q-E x -0.3E yseismic action , and (b) outer fibers due to G+0.3Q-0.3E x +E y seismic actionFig5: Building of type A2. Principal tensile stresses after adding structural walls for (a) innerfibers due to G+0.3Q-E x -0.3E y seismic action, and (b) outer fibers due to G+0.3Q-0.3E x +E yFig6: Building of type A2. Principal tensile stresses after demolition of internal structuralwalls for (a) inner fibers due to G+0.3Q-E x -0.3E y , and (b) outer fibers due to G+0.3Q-0.3E x +E yseismic action seismic actionfig 7afig 7bfig 8afig 8bFig7: Building of type B. Principal tensile stresses for inner fibers due to (a) G+0.3Q+E x -0.3E yseismic action, and (b) G+0.3Q+0.3Ex+Ey seismic actionFig8: Building of type B. Principal tensile stresses after the interventions for inner fibers du<strong>et</strong>o (a) G+0.3Q+E x -0.3E y seismic action, and (b) G+0.3Q+0.3E x +E y seismic action540
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