كليدواژه :
Short Return Period , PSHA , GMPEs , Seismicity Zones
چكيده فارسي :
Some elements of the completed structures that supply strength, stiffness and stability may not be
existed at the special phases of the construction procedure. Incomplete structures must have enough
structural integrity in various stages of construction to ensure stability and resistance against the seismic
loads. Stability of the partially completed structures and the probability of progressive collapse should be
considered in seismic design. For seismic design during construction, it seems that we should use reduced
seismic load compared to design spectrum (with return period, Tr,of 475 years). To achieve this goal, we
should estimate the site-specific spectrum. In this study, we use the probabilistic seismic hazard analysis
(PSHA) to determine the uniform hazard spectrum by focusing on short return periods.In short return
periods, the low intensity measures of the earthquakes will be important. The measures may be originated
from large distant orsmall near earthquakes. Ground Motion Prediction Equations (GMPEs) are an important
parameter in PSHA. We select a GMPE which can cover the distance up to 400 km.It is clear that the radius
of imaginary circlearound the desired site may be an effective factorin evaluation of seismic hazard
(especially in spectrum with short return period) which it is generally considered about 150 km.
In this study; we consider three different radii around the site (100, 200, 400 km) to control the
sensitivity of result to the radius parameter.It should be noted that two sites (Tehran; very high seismic zone
and Arak; moderate seismic zone) in Iran are chosen to analyze. It is shown that the controlling scenarios in
spectrum with short return periods for Tehran site are nearer than Arak. Also, it can be concluded that in
lower seismicity zones, considered radius larger than 200 km has significant effect on spectrum with short
return periods that are important in during construction structure.
