Abstract

The intensity of natural disasters has increased recently, causing buildings’ damages which need to be reinforced to prevent their destruction. To improve the seismic proofing capability of Accumulated Semiactive Hydraulic Damper, it is converted to an Active Interaction Control device and synchronous control and predictive control methods are proposed. The full-scale shaking table test is used to test and verify the seismic proofing capability of the proposed AIC with these control methods. This study examines the shock absorption of test structure under excitation by external forces, influences of prediction time, stiffness of the auxiliary structure, synchronous switching, and asynchronous switching on the control effects, and the influence of control locations of test structure on the control effects of the proposed AIC. Test results show that, for the proposed AIC with synchronous control and predictive control of 0.10~0.13 seconds, the displacement reduction ratios are greater than 71%, the average acceleration reduction ratios are, respectively, 36.2% and 36.9%, at the 1st and 2nd floors, and the average base shear reduction ratio is 29.6%. The proposed AIC with suitable stiffeners for the auxiliary structure at each floor with synchronous control and predictive control provide high reliability and practicability for seismic proofing of buildings.

Highlights

  • Strong earthquakes have caused great damage and loss of life

  • This test structure is tested under multiple control conditions: (1) passive control (i) with 2 stiffeners added at the 1st and 2nd floors and (ii) with 4 stiffeners added at the 1st floor and 3 stiffeners at the 2nd floor and (2) Active Interaction Control with (i) 2 stiffeners at the 1st and 2nd floors combined with synchronous control and predictive control of 0.13, 0.10, and 0.07 seconds, (ii) synchronous control with no predictive control, and (iii) asynchronous control with predictive control of 0.10 seconds

  • Ratios of the maximum shock absorption of the test structure under excitation of the El Centro and Kobe earthquake records with various peak ground acceleration rates are listed in Tables 4 and 5, respectively

Read more

Summary

Introduction

Strong earthquakes have caused great damage and loss of life. The Indian Ocean earthquake of 2004 caused widespread damage. In Sumatra Indonesia, the earthquake had a magnitude of 9.0 on the Richter scale (M 9.0), and the resulting South Asian tsunami killed more than 200,000 people. In 2011, an earthquake of the shore of Japan (M 9.0) caused a 10-meter-high tsunami that carried water into coastal areas, washing away buildings and leaving more than twenty thousand people dead or missing. In 2013, a strong earthquake in Pakistan (M 7.7) left 825 people dead and more than 700 injured. In 2015, an earthquake in Nepal (M 7.8) killed more than 7,600 people. In January 2016, an earthquake with a Richter magnitude of 6.8 caused widespread damage in India and surrounding countries

Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call