Inclusion Of The Vertical Seismic Acceleration In One-story
Buildings Analysis
Author(s)
S. Cominetti, I. Fernández-Dávila, F. Oliva & O. Zúñiga
Abstract
Inclusion of the vertical seismic acceleration in
one-story buildings analysis
I. ~ernkndez-~avila', S. cominetti2, F. 01iva2 & 0 . z6iiiga2
'~chool of Civil Engineering at Civil Works, Universidad Central,
Santiago, Chile
2~epartment of Civil Engineering, Universidad de Santiago, Chile
Abstract
The principal parameters that control the elastic behavior of one-story reinforced
concrete building models are analyzed in this paper. Models are subjected to
seismic ground motions considering the action of the three-recorded ground
accelerations, u,, uy and ii,. The horizontal components, ii, and u , are considered
acting in a critical angle of incidence determined for each analyzed model. This
effect has been thoroughly studied in previous works. The influence of the
vertical ground acceleration on the seismic response has not been exhaustively
studied. Adequate and simple methods to consider the combined effects of the
three ground motion components for seismic design are proposed in this work.
Th
Keywords
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