Shaik Kabeer Ahmed , Chandradhara.G.P, Giddappaji.N.S & Sundip Shenoy.R
Department of Civil Engineering N.M.A.M. INSTITUTE OF TECHNOLOGY Nitte, Karkala Taluk, Udupi Dist, Karnataka, India.
Abstract
Seismic analysis is a tool for the estimation of
structural response in the process of designing earthquake
resistant structures and or retrofitting vulnerable existing
structures. In this present study seismic analysis of slab
Bridge model is done. A simple slab bridge is considered
and it is scaled down as a SDOF lumped mass model.
Seismic analysis is done using horizontal type shake table
by simulating earthquake similar ground motions. Each
Model is checked for the vibration and resonance using
Dewesoft Data Acqusition system software while testing
on shake table. Each model’s natural frequencies for
vibration is found out using Dewesoft Data Acqusition
System through accelerometer sensors. Dynamic analysis
of models are done considering it as thin element in
ETABS and its modes, time periods and frequencies are
compared with data acquisition systems software’s results
and manual calculation results. Calibration of sensors is
done using free vibration test and validation was done by
doing analysis in Midas Civil Software