Abstract (EN):
This study proposes an analytical expression for the straightforward determination of
the angle of seismic incidence that leads to the maximum structural demand of
reinforced concrete buildings when subjected to Lateral Force Analysis. The demand
parameter under consideration is the maximum total displacement of single storey and
isotropic multi-storey buildings, while the maximum interstorey drift may also be
employed. The proposed expression is defined based on the geometrical and
mechanical characteristics of the structure. The characteristics of the seismic loading
represented by the elastic response spectrum are also integrated into the formulation
of the expression.
Language:
English
Type (Professor's evaluation):
Scientific
No. of pages:
12
License type: