Title
Inclusion of the vertical seismic acceleration in one-story buildings analysis
Date Issued
01 December 2003
Access level
metadata only access
Resource Type
conference paper
Author(s)
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.
Start page
47
End page
56
Volume
13
Language
English
OCDE Knowledge area
Ingeniería civil
Geotecnia
Scopus EID
2-s2.0-2942693820
Source
Advances in Earthquake Engineering
ISSN of the container
1361617X
Conference
ourth International Conference on Earthquake Resistant Engineering Structures, ERES IV22 September 2003through 24 September 2003
Sources of information:
Directorio de Producción Científica
Scopus