Shake Table Test Facility
The Department of Earthquake Engineering, IIT Roorkee has a biaxial, servo-controlled shake table for testing a payload of upto 20 Tonnes against earthquake motions. The facility can reproduce past recorded earthquake time histories, artificial time histories generated to be compatible with the design spectra, sine sweep, or any other regular waveforms in one vertical plane. The facility is housed in a 12 m high test hall equipped with a 15 Tonnes electrically operated overhead travelling crane. An electric substation of 425 KVA provides 3 phase, 440 VAC, 50 Hz power supply to the facility with a provision for 200 Amps, 440 VAC supply for On-Load testing of equipment.
DEQ
Test Facilities
Shake Table Test Facility
The shake table platform is a pyramidal structure with a flat top of 3.5 m X 3.5 m driven by three actuators: one horizontal and two vertical. These actuators are of electro-hydraulic double acting culinder with double acting servo controlled low aspect ratio piston type. Each of these actuators is fitted with a 28 L accumulator on the pressure side and 1 L accumulator on the return side. The table also incorporates a preload facility of 200 kN thrust for supporting the dead load of table platform and pay load. The pressure for the shake table is supplied by an electrically driven hydraulic power pack containing an oversize water heat exchanger with a separate oil circulating pump to the oil reservoir and delivering to the actuators a maximum flow of 500 L/min by a variable displacement constant pressure controlled pump of 210 bar. The maximum thrust delivering capacity, maximum displacement, maximum velocity and maximum flow through the servo valve of each of these actuators is as follows:
Specification(s) Horizontal Actuator Vertical Actuator
1. Thrust (i) Static 250kN 150kN
(ii) Dynamic 200kN 100kN
2. Stroke +/- 150 mm +/- 150 mm
3. Velocity 1000 mm/sec 1000 mm/sec
4. Flow at maximum velocity 750 L/min 375 L/min




A square grid pattern of bushes of special alloy steel is provided at 400 mm c/c on the top plate of the shake table platform for mounting test specimen on the table. Only four bushes are capable of carrying the maximum payload through static friction. The zero-period acceleration (ZPA) can be upto 3 g depending on the payload.
The digital control of the shake table is through INSTRON RS-8800 controller and it supported by a 128 channel data acquisition system to record dynamic response of the test specimen using accelerometers, LVDT, and strain gauges.
DEQ
Research Area
Seismic Performance of Inter-linked Block Masonry System with Viscoelastic Link
Research Scholar - Amit Goyal
Supervisor - Prof. Pankaj Agarwal
A new construction technique for earthquake resistant housing is being developed in the Department of Earthquake Engineering, IIT Roorkee. This is based on interlocking of pre-cast slotted concrete blocks with the help of energy dissipation links. These links are prepared by recycling pieces of rubber tyres laminated by very thin steel plates. These links not only restrict the movement of each concrete block is in all possible directions but also dissipate the energy through yielding under extreme earthquake loading conditions. The seismic performance of this interlocked block masonry system with energy dissipator links has been verified under simulated strong earthquake conditions of seismic zone V (the most severe zone) as per IS Code on the shake table testing facility. The tested system withstood this severe shaking without any distress and was found to be in a state fit for immediate occupation even after the test.
DEQ