Experiment program of shake table test on a precast frame made of recycled aggregate concrete

Authors

  • Pham Thi Loan
    Hai Phong University, VN
  • Phan Van Hue
    Mien Trung University of Civil Engineering, VN

Keywords:

frame structure; precast; recycled aggregate concrete (RAC); shake table test; peak ground acceleration; similitude law

Abstract

A precast frame model made of Recycled Aggregate Concrete (RAC) been constructed with precast beams, columns and Cast-In-Place (CIP) joints. Then a shaking table test was carried out with three types of earthquake ground motions, namely Wenchuan, El Centro and artificial Shanghai waves. Based on the shaking test, the test program is presented and analyzed. The paper focuses on the shaking test program, including materials, similitude law and scaled model, instruments, seismic waves and loading program. Consequently, a comprehensive understanding on the process of shake table test is revealed thanks to the results of an investigation on a precast frame structure made of recycled aggregate concrete.

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References

Alcocer, S. M., Carranza, R., Navarrete, D. P., & Martinez, R. (2002). Seismic Tests of Beam-to-Column Connections in a Precast Concrete Frame. PCI Journal, 47(3), 70–89.

Bhikshma, V., & Kishore, R. (2010). Development of stress-strain curves for recycled aggregate concrete. Asian Journal Civil Engineering (Building and Housing), 11(2), 253–261.

Buckingham, E. (1914). On physically similar system. Physical Review, 4(4), 345–376.

Chinese Standard Code GB50010-2010. Code for Design of Concrete Structures (2002).

Chinese Standard GB 50011-2010. Code for Seismic Design of Buildings (2008).

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Received: 04-06-2020
Accepted: 04-06-2020
Published: 07-12-2016

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How to Cite

Loan, P. T., & Hue, P. V. (2016). Experiment program of shake table test on a precast frame made of recycled aggregate concrete. HO CHI MINH CITY OPEN UNIVERSITY JOURNAL OF SCIENCE - ENGINEERING AND TECHNOLOGY, 6(2), 54–64. Retrieved from https://journalofscience.ou.edu.vn/index.php/tech-en/article/view/387