Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings

Erika Gabriela Ortega Guaman; Juan Carlos Jimenez Pacheco; John Alejandro Quinde Viñansaca; Hernan Alfredo Garcia Erazo

doi:10.1201/9781003098508-131

Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings

Erika Gabriela Ortega Guaman, Juan Carlos Jimenez Pacheco, John Alejandro Quinde Viñansaca, Hernan Alfredo Garcia Erazo

Universidad de Cuenca

Producción científica: Capítulo del libro/informe/acta de congreso › Capítulo

Resumen

Seismic analysis of confined masonry buildings is complex due to the interaction between the masonry panel and the surrounding reinforced concrete frame. This complexity increases when the confined masonry wall has openings, due to the instability of the failure modes. In this context, the main objective of this work is based in the implementation of a Equivalent Strut Model for nonlinear static pushover analysis of confined masonry walls with openings.

Idioma original	Español (Ecuador)
Título de la publicación alojada	Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings
Páginas	924-932
Edición	1
ISBN (versión digital)	9781003098508
DOI	https://doi.org/10.1201/9781003098508-131
Estado	Publicada - jul. 2020

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10.1201/9781003098508-131

Estudio Del Comportamiento Sísmico De Edificaciones De Mampostería Confinada Típicas Del Sector Totoracocha - Cuenca
Jimenez Pacheco, J. C. (Director), Garcia Erazo, H. A. (Co-Director), Calderon Brito, J. M. (Tecnico de Investigacion), Ortega Guaman, E. G. (Tecnico de Investigacion), Quezada Zambrano, R. A. (Tecnico de Investigacion) & Quinde Viñansaca, J. A. (Personal Tecnico Asimilado)
9/09/19 → 8/09/21
Proyecto: Investigación
Capacidad Sismorresistente Y Modos De Falla De Edificaciones De Mampostería No Reforzada Típicas Del Centro Histórico De Cuenca
Jimenez Pacheco, J. C. (Director), Garcia Erazo, H. A. (Co-Director), Flores Solano, F. X. (Investigador), Avila Guaman, L. O. (Tesista Grado) & Cabrera Cajamarca, J. E. (Personal Tecnico Asimilado)
3/09/18 → 2/09/19
Proyecto: Investigación

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title = "Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings",

abstract = "Seismic analysis of confined masonry buildings is complex due to the interaction between the masonry panel and the surrounding reinforced concrete frame. This complexity increases when the confined masonry wall has openings, due to the instability of the failure modes. In this context, the main objective of this work is based in the implementation of a Equivalent Strut Model for nonlinear static pushover analysis of confined masonry walls with openings.",

author = "\{Ortega Guaman\}, \{Erika Gabriela\} and \{Jimenez Pacheco\}, \{Juan Carlos\} and \{Quinde Vi{\~n}ansaca\}, \{John Alejandro\} and \{Garcia Erazo\}, \{Hernan Alfredo\}",

year = "2020",

month = jul,

doi = "10.1201/9781003098508-131",

language = "Espa{\~n}ol (Ecuador)",

pages = "924--932",

booktitle = "Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings",

edition = "1",

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Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings. / Ortega Guaman, Erika Gabriela; Jimenez Pacheco, Juan Carlos; Quinde Viñansaca, John Alejandro et al.
Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings. 1. ed. 2020. p. 924-932.

Producción científica: Capítulo del libro/informe/acta de congreso › Capítulo

TY - CHAP

T1 - Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings

AU - Ortega Guaman, Erika Gabriela

AU - Jimenez Pacheco, Juan Carlos

AU - Quinde Viñansaca, John Alejandro

AU - Garcia Erazo, Hernan Alfredo

PY - 2020/7

Y1 - 2020/7

N2 - Seismic analysis of confined masonry buildings is complex due to the interaction between the masonry panel and the surrounding reinforced concrete frame. This complexity increases when the confined masonry wall has openings, due to the instability of the failure modes. In this context, the main objective of this work is based in the implementation of a Equivalent Strut Model for nonlinear static pushover analysis of confined masonry walls with openings.

AB - Seismic analysis of confined masonry buildings is complex due to the interaction between the masonry panel and the surrounding reinforced concrete frame. This complexity increases when the confined masonry wall has openings, due to the instability of the failure modes. In this context, the main objective of this work is based in the implementation of a Equivalent Strut Model for nonlinear static pushover analysis of confined masonry walls with openings.

U2 - 10.1201/9781003098508-131

DO - 10.1201/9781003098508-131

M3 - Capítulo

SP - 924

EP - 932

BT - Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings

ER -

Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings

Resumen

Acceder al documento

Proyectos

Estudio Del Comportamiento Sísmico De Edificaciones De Mampostería Confinada Típicas Del Sector Totoracocha - Cuenca

Capacidad Sismorresistente Y Modos De Falla De Edificaciones De Mampostería No Reforzada Típicas Del Centro Histórico De Cuenca

Citar esto