NORMA COVENIN 1753 PDF

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This article presents the study of structural reinforcement for a building of educational use, known as "Old Type II". The school was built before the creation of the Venezuelan SeismoresistantCovenin The results of the structural analysis showed insufficient responsiveness to service requests, high vulnerability to seismic action and deficiencies in the quantity and distribution of reinforcing steel. For this reason, the reinforcement of the superstructure was proposed by the construction of panel walls, verifying their action on the existing piloting system.

For the modeling, the values of resistance of the concrete obtained in the destructive tests made by the materials laboratory of the School of Civil Engineering of the Universidad Centroccidental Lisandro Alvarado and the soil parameters from the geotechnical study were used.

Keywords: Reinforcement structure adequacy vulnerability soil Venezuela. Lopez, J. Hernandez, G. Del Re, J. Ebres, M. Universidad Central de Venezuela, Caracas, Gazcon, M. Director: A. Caracas: Fondonorma, 16 de agosto del Edificaciones Sismorresistentes. Caracas: Fondonorma, Caracas: Fondonorma, Agosto de Andrade, M. Lee, F. Abou, O. Toggle navigation. Library Groups.

Venezuela J. Dikdan, L. Andrade, R. Rojas Abstract This article presents the study of structural reinforcement for a building of educational use, known as "Old Type II". Options Toggle navigation. Read document Discussion History. Document information. Document Score. Views 2 Recommendations 0. Share this document. Are you one of the authors of this document?

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Proposal to strengthen educational building ancient II-MOP type. Venezuela

This article presents the study of structural reinforcement for a building of educational use, known as "Old Type II". The school was built before the creation of the Venezuelan SeismoresistantCovenin The results of the structural analysis showed insufficient responsiveness to service requests, high vulnerability to seismic action and deficiencies in the quantity and distribution of reinforcing steel. For this reason, the reinforcement of the superstructure was proposed by the construction of panel walls, verifying their action on the existing piloting system. For the modeling, the values of resistance of the concrete obtained in the destructive tests made by the materials laboratory of the School of Civil Engineering of the Universidad Centroccidental Lisandro Alvarado and the soil parameters from the geotechnical study were used. Keywords: Reinforcement structure adequacy vulnerability soil Venezuela.

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