Numerical study of a new constructive sequence for movable scaffolding system (MSS) application

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dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor	Universitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.contributor.author	Diaz de Teran, José Ramon
dc.contributor.author	Haach, Vladimir Guilherme
dc.contributor.author	Turmo Coderque, José
dc.contributor.author	Jorquera Lucerga, Juan José
dc.date	2016-09-01
dc.identifier.citation	Diaz de Teran, J. R., Haach, V., Turmo, J., Jorquera Lucerga, J. J. Numerical study of a new constructive sequence for movable scaffolding system (MSS) application. "Advances in concrete construction", 1 Setembre 2016, vol. 4, núm. 3, p. 173-194.
dc.identifier.citation	2287-5301
dc.identifier.citation	10.12989/acc.2016.4.3.173
dc.identifier.uri	http://hdl.handle.net/2117/101155
dc.language.iso	eng
dc.relation	http://121.183.206.200:8080/proto.board/abstractArticleContentView?page=article&journal=acc&volume=4&num=3&ordernum=2&site=korsc
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals
dc.subject	Scaffolding--Design and construction
dc.subject	Viaducts--Design and construction
dc.subject	movable scaffolding system
dc.subject	span by span casting
dc.subject	loop joint
dc.subject	critical path
dc.subject	transverse deflection
dc.subject	prestressing stage
dc.subject	self-supporting core
dc.subject	Bastides
dc.subject	Viaductes -- Construcció
dc.title	Numerical study of a new constructive sequence for movable scaffolding system (MSS) application
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/article
dc.description.abstract	his paper consists in a study of a new contructive sequence of road viaducts with Movable Scaffolding System (MSS) using numerical tools based on finite element method (FEM). Traditional and new sequences are being used in Spain to build viaducts with MSS. The new sequence permits an easier construction of one span per week but implies some other issues related to the need of two prestressing stages per span. In order to improve the efficiency of the new sequence by reducing the number of prestressing stages per span, two solutions are suggested in this study. Results show that the best solution is to introduce the 100% of the prestressing force at the self-supporting core in order to improve the road viaduct construction with movable scaffolding system by reducing execution time without increasing economic costs.
dc.description.abstract	Peer Reviewed

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