Inclusion of the vertical seismic acceleration in one-story buildings analysis

I. Fernández-Dávila; S. Cominetti; F. Oliva; O. Zúñiga

Inclusion of the vertical seismic acceleration in one-story buildings analysis

I. Fernández-Dávila
, S. Cominetti
, F. Oliva
, O. Zúñiga

Universidad Central de Chile
Universidad de Santiago de Chile

Producción científica: Contribución a una revista › Artículo de la conferencia › revisión exhaustiva

Resumen

The principal parameters that control the elastic behavior of one-storey reinforced concrete building models were analyzed. Models were subjected to seismic ground motions considering the action of three recorded ground accelerations. The horizontal components were considered to act in a critical angle of incidence determined for each analyzed models. Seismic responses were obtained using a time history response analysis method.

Idioma original	Inglés
Páginas (desde-hasta)	47-56
Número de páginas	10
Publicación	Advances in Earthquake Engineering
Volumen	13
Estado	Publicada - 2003
Publicado de forma externa	Sí
Evento	Fourth International Conference on Earthquake Resistant Engineering Structures, ERES IV - Ancona, Italia Duración: 22 set. 2003 → 24 set. 2003

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@article{5d259e36e4304adf9bd4a48c0725325e,

title = "Inclusion of the vertical seismic acceleration in one-story buildings analysis",

abstract = "The principal parameters that control the elastic behavior of one-storey reinforced concrete building models were analyzed. Models were subjected to seismic ground motions considering the action of three recorded ground accelerations. The horizontal components were considered to act in a critical angle of incidence determined for each analyzed models. Seismic responses were obtained using a time history response analysis method.",

author = "I. Fern{\'a}ndez-D{\'a}vila and S. Cominetti and F. Oliva and O. Z{\'u}{\~n}iga",

year = "2003",

language = "English",

volume = "13",

pages = "47--56",

journal = "Advances in Earthquake Engineering",

issn = "1361-617X",

note = "Fourth International Conference on Earthquake Resistant Engineering Structures, ERES IV ; Conference date: 22-09-2003 Through 24-09-2003",

}

TY - JOUR

T1 - Inclusion of the vertical seismic acceleration in one-story buildings analysis

AU - Fernández-Dávila, I.

AU - Cominetti, S.

AU - Oliva, F.

AU - Zúñiga, O.

PY - 2003

Y1 - 2003

N2 - The principal parameters that control the elastic behavior of one-storey reinforced concrete building models were analyzed. Models were subjected to seismic ground motions considering the action of three recorded ground accelerations. The horizontal components were considered to act in a critical angle of incidence determined for each analyzed models. Seismic responses were obtained using a time history response analysis method.

AB - The principal parameters that control the elastic behavior of one-storey reinforced concrete building models were analyzed. Models were subjected to seismic ground motions considering the action of three recorded ground accelerations. The horizontal components were considered to act in a critical angle of incidence determined for each analyzed models. Seismic responses were obtained using a time history response analysis method.

UR - https://www.scopus.com/pages/publications/2942693820

M3 - Conference article

AN - SCOPUS:2942693820

SN - 1361-617X

VL - 13

SP - 47

EP - 56

JO - Advances in Earthquake Engineering

JF - Advances in Earthquake Engineering

T2 - Fourth International Conference on Earthquake Resistant Engineering Structures, ERES IV

Y2 - 22 September 2003 through 24 September 2003

ER -

Inclusion of the vertical seismic acceleration in one-story buildings analysis

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