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Strengthening Layout Using FRP in Industrial Masonry Chimneys under Earthquake Load

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Strengthening Layout Using FRP in Industrial Masonry Chimneys under Earthquake Load

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Pallarés Rubio, FJ.; Ivorra Chorro, S.; Pallarés Rubio, L.; Adam Martínez, JM. (2010). Strengthening Layout Using FRP in Industrial Masonry Chimneys under Earthquake Load. Advanced Materials Research. 133-134:855-859. doi:10.4028/www.scientific.net/AMR.133-134.855

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/62075

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Title: Strengthening Layout Using FRP in Industrial Masonry Chimneys under Earthquake Load
Author: Pallarés Rubio, Francisco Javier Ivorra Chorro, Salvador Pallarés Rubio, Luis Adam Martínez, José Miguel
UPV Unit: Universitat Politècnica de València. Departamento de Física Aplicada - Departament de Física Aplicada
Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil
Issued date:
Abstract:
Industrial masonry chimneys usually are considered as historical heritage since they remind the industrial revolution that took placed by the XIX century, shaping a particular landscape in many cities, what led many Town ...[+]
Subjects: Masonry , Accelerogram , Seismic vulnerability , Strengthening , FRP , Cracking
Copyrigths: Cerrado
Source:
Advanced Materials Research. (issn: 1022-6680 )
DOI: 10.4028/www.scientific.net/AMR.133-134.855
Publisher:
Trans Tech Publications
Publisher version: http://dx.doi.org/10.4028/www.scientific.net/AMR.133-134.855
Type: Artículo

References

Esselborn, C (1952) General Construction Treatise. Building construction., Argentina, Buenos Aires. Gustavo Gili ed. (in Spanish).

Gasparini, D A, Vanmarcke, E H (1976). Simulated Earthquake Motions Compatible with Prescribed Response Spectra, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts. Rep 76-4.

Ministerio de F (2002). Normativa de Construcción Sismorresistente: Parte General y Edificación., (NCSE-2002).

Willam, K J, Warncke, E D (1975). Constitutive model for the triaxial behaviour of concrete, in Proceedings of the International Association for Bridge and Structural Engineering, 19. ISMES. Bergamo, Italy.

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