Validation of 6DOF Shake Table for Testing of Half Scaled Reinforced Concrete Model

Authors

  • Junaid Shah Department of Civil Engineering, University of Engineering and Technology Peshawar, Pakistan
  • Syed Azmat Ali Shah Centre for Disaster Preparedness and Management, University of Peshawar, Pakistan
  • Syed Muhammad Ali Department of Civil Engineering, University of Engineering and Technology Peshawar, Pakistan
  • Khan Shahzada Department of Civil Engineering, University of Engineering and Technology Peshawar, Pakistan
  • Akhter Naeem Khan Department of Civil Engineering, University of Engineering and Technology Peshawar, Pakistan

Keywords:

Shake table, EEC UET Peshawar, Reinforced concrete model

Abstract

Pakistan is located at the collision boundaries of Indian, Eurasian and Arabian plates. It is estimated that
8th October 2005 Kashmir Earthquake took 80,000 lives with the economic loss of US $6 billion. Pakistan is the 6th most
heavily populated country of the world. Reinforced Concrete (RC) structures is a popular form of construction in rapidly
developing world. Research regarding this type of construction is the need of hour. Keeping in view the capacity of
6DOF shake table a half scaled two stories RC model was constructed on 6-meter square shake table which is the largest
shake table in the South Asia. Before finalizing the experimental setup, the capacity of shake table was checked with 18
and 48 tons service loads. For these loads different tabletop acceleration response histories and displacement response
histories were plotted, from which the performance of shake table was evaluated. This paper mainly focuses on the
rigorous process of validation of shake table, spanning over three months for the preparation of table for the test.

Published

2018-10-25

How to Cite

Junaid Shah, Syed Azmat Ali Shah, Syed Muhammad Ali, Khan Shahzada, & Akhter Naeem Khan. (2018). Validation of 6DOF Shake Table for Testing of Half Scaled Reinforced Concrete Model. International Journal of Advance Engineering and Research Development (IJAERD), 5(10), 106–111. Retrieved from https://ijaerd.org/index.php/IJAERD/article/view/5221

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