Evaluation of the behavior and ultimate capacity of unbonded monostrand-anchorage systems under concentric and eccentric inelastic cyclic loading

Descripción del Articulo

The financial support of the Peruvian National Council of Science, Technology, and Technological Innovation (CONCYTEC/CIENCIACTIVA) for the doctoral studies of the first author is acknowledged. In addition, the authors would like to thank Sumitomo Steel Wire Corp. (SEI-SSW) for the generous donation...

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Detalles Bibliográficos
Autores: Bedriñana L.A., Zhang K., Nishiyama M.
Formato: artículo
Fecha de Publicación:2018
Institución:Consejo Nacional de Ciencia Tecnología e Innovación
Repositorio:CONCYTEC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.concytec.gob.pe:20.500.12390/605
Enlace del recurso:https://hdl.handle.net/20.500.12390/605
https://doi.org/10.1016/j.engstruct.2018.09.036
Nivel de acceso:acceso abierto
Materia:Wire
Anchorages (foundations)
Cyclic loads
Fracture
Joints (structural components)
Seismology
Strain
Eccentric loads
Inelastic strain
Monostrand
Posttensioning
Strain capacities
Structural design
cyclic loading
elasticity
seismic design
seismic response
strain analysis
structural analysis
structural component
tension
https://purl.org/pe-repo/ocde/ford#2.01.04
Descripción
Sumario:The financial support of the Peruvian National Council of Science, Technology, and Technological Innovation (CONCYTEC/CIENCIACTIVA) for the doctoral studies of the first author is acknowledged. In addition, the authors would like to thank Sumitomo Steel Wire Corp. (SEI-SSW) for the generous donation of strands and anchorages for this test. The authors acknowledge the technical support of Mr. Masato Yamada and Mr. Katsuhito Oshima from SEI-SSW during the course of this research. Authors would like to thank the support of Tsuyoshi Takahashi, graduate student at Kyoto University, during the testing. All opinions, findings, and conclusions stated in this paper are those of the authors and do not necessarily reflect the views of the supporting institutions.
Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).