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Volume 12 Issue 07
July 2026
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Author(s)
Hemant Desai Uttam Kalwane
Abstract
A Common Design Practice For Dynamic Loading Assumes The Building To Be Fixed At Their Bases. In Reality The Supporting Soil Medium Allows Movement To Some Extent Due To Its Property To Deform. This May Decrease The Overall Stiffness Of The Structura
Keywords
Modulus Of Sub Grade Reaction
Modulus Of Elasticity Of Soil
Spring Stiffness
Design Base Shear.
Paper ID
IJSARTV1I10431
Publication Date
October 11, 2015
Research Area
Structure