PROTOCOLOS DE CARGA PARA PUENTES DE ACERO SUJETOS A BAJOS FACTORES DE SOBRERRESISTENICA

Main Article Content

Jessica Fernanda Sarango Rodríguez
Víctor Alejandro Calderón González

Abstract

Como parte del Proyecto Anchorage Port Access Bridge, se llevó a cabo un estudio acerca de los diferentes protocolos de carga aplicados en distintas secciones de vigas principales en marcos de puentes de acero. Se aplicarán distintos ciclos dinámicos de carga con el fin de capturar el comportamiento particular del puente.  Este se caracteriza por la cedencia de las vigas principales antes que las columnas. Para ello se lleva a cabo un análisis computacional en SeismoStruct, que comprende un análisis pushover-estático y uno de historia en el tiempo, a fin de determinar en qué ciclo la columna y la viga entran en cedencia, luego se compara los resultados entre protocolos para determinar qué historial de carga permite analizar la respuesta de cada elemento.

Article Details

How to Cite
PROTOCOLOS DE CARGA PARA PUENTES DE ACERO SUJETOS A BAJOS FACTORES DE SOBRERRESISTENICA. (2019). Ciencia, 21(2), 44-59. https://doi.org/10.24133/ciencia.v21i2.1516
Section
ARTÍCULOS
Author Biographies

Jessica Fernanda Sarango Rodríguez, Universidad de las Fuerzas Armadas - ESPE

Estudiante de Ingeniería Civil, Departamento de Ciencias de la Tierra y la Construcciónjfsarango@espe.edu.ec

Víctor Alejandro Calderón González, North Carolina State University

Ph.D. student in Civil Engineering, Department of Civil, Construction, and Environmental Engineering

How to Cite

PROTOCOLOS DE CARGA PARA PUENTES DE ACERO SUJETOS A BAJOS FACTORES DE SOBRERRESISTENICA. (2019). Ciencia, 21(2), 44-59. https://doi.org/10.24133/ciencia.v21i2.1516

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