Shock Table Test Facility
Shock table test facility at the Department of Earthquake Engineering, IIT Roorkee was developed in 1972. It is an affordable and unique type of facility for analyzing the feasibility, applicability and durability of different kinds of building models under impact type of loading. The pay load capacity of the facility is approximately 20 tonnes. The facility is suitable for studying the relative merit of different earthquake resistance measures in structural models and feasibility studies on new concepts of earthquake resistance measures.
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Test Facilities
Shock Table Test Facility
Shock Table Test Facility is consisting of five main components namely;
Rail track (36 meter long)
That consists of three 12 m rails, out of which one is placed at a straight platform and the other two are placed at an angle of 4.3 degrees on either sides of straight platform laid on pre-stressed sleepers.
Shock Table Platform (7 m x 6 m)
Which is quite rigid and is used for the construction of models.
Two Railway Wagons on Either Sides of Shock Table Platform
One acts as striking wagon and the other is kept stationary to provide the reactive (re-bound) shock.
Helical Springs Mounted on both of the Ends of Shock Table Platform (Twenty Numbers)
For transferring the distributed impact equally on the structural model.
Winch Mechanism
To pull the striking wagon on rail track.
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The track consists of three lengths of 12 m each, spiked to Sal wood sleepers placed at a space of 750 mm. The rails are demarcated at an interval of half meter for directing and guiding the positioning of the wagons before an impact. A rigid steel platform of 7 m x 6 m forms a shock table for conducting dynamic tests structural models. The one single shock from end wagon imparts half-sine type of pulse to central wagon. When the other wagon is used to take reaction, it can impart another half sine pulse from rebound. In this way one impact of end wagon can produce series of half sine pulse.
The models constructed on the shock table can be subjected to a series of shocks from one of either direction such as E-22, E-23, E-24 or W-22, W-23 and W-24 may be upto the failure stage. The letter E and W designate impact from east and west direction respectively, the number designate wheel position of loading wagon. Shock or impulse type of loading is imparted to the base of the model constructed on the central platform of Shock Table facility with the help of winch mechanism. In each shock, the absolute peak accelerations at the top and bottom of the models as well as at the base of table are measured. The acceleration time histories are recorded by unidirectional Force Balance Accelerometers (FBA-11) mounted on the model and at the base of table in the direction of loading. The duration of the shock is very less i.e. between 0.1 to 0.4 seconds but the generated acceleration is very high, ranging from 0.2g to 5g depending upon the weight and speed of the striking wagon.
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Signature of Shock Table Records of the Model
Research Area
Effectiveness of Seismic Strengthening and Retrofitting Measures in Stone-Masonr
Research Scholar - Pankaj Agarwal
Supervisor - Prof. S. K. Thakkar
The stone masonry is one of the most traditional and oldest materials of construction in hillyand rural parts of India. The past earthquakes that have occurred in Indian subcontinent reveal that the root cause ofdevastation is the collapse of stone masonry houses. The strengthening and retrofitting are the two most vital issues for which the disaster could be minimized. The strengthening implies in corporation of earthquake resistant features that may improve its seismic resistance byincreasing the strength and ductility. The strengthening of a damaged building after theearthquake is called “retrofitting”. An experimental study is undertaken to carry out shocktable testing of full scale models of one storeyed stone masonry houses employing differentstrengthening and retrofitting measures under progressively increasing intensity of shock. The shock tests reveals that the codal provisions are effective in reducing the damage.
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Seismic Performance of Inter-linked Block Masonry System with Viscoelastic Link
Research Scholar - Amit Goyal
Supervisor - Prof. Pankaj Agarwal
The conceptualized inter-linked block masonry system with visco-elastic energy dissipating link elements is tested and analysed under three shocks of increasing intensities on shock table test facility. Shock table testing proves to be a very versatile tool to find out visco-elastic behaviour as well as amplification or de-amplification factor of peak ground acceleration along the height of the model. Shock table tests reveal that all the tested models dissipate the induced energy quite efficiently with the help of frictional as well as visco-elastic damping. About 75% reduction (2/3) in the peak base acceleration is observed as compared to peak acceleration at roof level.
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