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The Influence of Change in Basement Floors (地下室层变化的影响)
Current World Environment Vol. 10(Special Issue 1), 429-437 (2015)
The Influence of Change in Basement Floors Stiffness on the
Earthquake Force Distribution across the Height of Concrete
Moment Frames
AlI GHoDrAT 1, SAyyED MEHDI DEHGHAn BAnADAky 2,
1 1
rEzA rAHMAT kHAH and nASEr kHorSAnD
1Faculty of Engineering, Islamic Azad University of Shiraz, Shiraz, Iran.
2 Department of Civil and Environmental Engineering, Shiraz University of Technology, Shiraz, Iran.
/10.12944/CWE.10.Special-Issue1.54
(Received: November, 2014; Accepted: April, 2015)
ABSTrACT
Today, a large number of residential and commercial buildings in the urban areas include
one or several basement floors. The structural system and architecture of the basement floors are
generally different, in a way that leads to a significant increase in the stiffness of the basement lateral
load resistant system. to understand the impact of this change of stiffness on the seismic behavior
of the structures, the two-dimensional concrete rigid frames with 4 and 8 stories and 3 openings
are investigated. The performance of these frames was investigated both for no basement and 1, 2
and 3 basement floors conditions. In this study, SAP2000 is used for linear analysis of the models.
In order to analyze the response history, 7 ground motions scaled based on static base shear of a
frame with no basement were used. For modeling the change in concrete shear of the basement,
a concrete shear wall wa
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