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Shock and Vibration
Volume 2017, Article ID 3823469, 11 pages
Research Article

Experimental Research on Seismic Performance of a New-Type of R/C Beam-Column Joints with End Plates

School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China

Correspondence should be addressed to Shufeng Li; moc.qq@3947571731

Received 17 March 2017; Accepted 12 April 2017; Published 4 May 2017

Academic Editor: Michele Palermo

Copyright © 2017 Shufeng Li et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. W. F. Mao, Y. T. Wu, and Y. Xiao, “Experimental research on seismic behavior of bolted steel beam to RC column connections,” Industrial Construction, vol. 35, no. 11, pp. 1–4, 2005. View at Google Scholar
  2. J. Wang and H. Zhang, “Seismic performance assessment of blind bolted steel-concrete composite joints based on pseudo-dynamic testing,” Engineering Structures, vol. 131, pp. 192–206, 2017. View at Publisher · View at Google Scholar
  3. L.-Y. Wu, L.-L. Chung, S.-F. Tsai, T.-J. Shen, and G.-L. Huang, “Seismic behavior of bolted beam-to-column connections for concrete filled steel tube,” Journal of Constructional Steel Research, vol. 61, no. 10, pp. 1387–1410, 2005. View at Publisher · View at Google Scholar · View at Scopus
  4. J. H. Khoo, B. Li, and W. K. Yip, “Tests on precast concrete frames with connections constructed away from column,” ACI Structural Journal, vol. 61, no. 1, pp. 18–27, 2006. View at Google Scholar · View at Scopus
  5. B.-S. Han, S.-W. Shin, and B.-Y. Bahn, “A model of confined concrete in high-strength reinforced concrete tied columns,” Magazine of Concrete Research, vol. 55, no. 3, pp. 203–214, 2003. View at Publisher · View at Google Scholar · View at Scopus
  6. H. H. Korkmaz and T. Tankut, “Performance of a precast concrete beam-to-beam connection subject to reversed cyclic loading,” Engineering Structures, vol. 27, no. 9, pp. 1392–1407, 2005. View at Publisher · View at Google Scholar · View at Scopus
  7. B. Marco, G. Santino, and T. Mauro et al., “Beam-column joints in continuous RC frames: comparison between cast-in-situ and precast solutions,” Engineering Structures, vol. 127, pp. 129–144, 2016. View at Publisher · View at Google Scholar
  8. K. S. Al-Jabri, P. Pillay, M. B. Waris, and T. Pervez, “Modeling of composite beam-column flexible endplate joints at elevated temperature,” Composite Structures, vol. 143, pp. 180–188, 2016. View at Publisher · View at Google Scholar · View at Scopus
  9. H. Jiang, Q. Li, W. Jiang, and D.-Y. Zhang, “Study on seismic performance of connection joint between prefabricated prestressed concrete beams and high strength reinforcement-confined concrete columns,” Steel and Composite Structures, vol. 21, no. 2, pp. 343–356, 2016. View at Publisher · View at Google Scholar · View at Scopus
  10. X. Li, Y. Xiao, and W. F. Mao et al., “Experimental research on seismic behavior of reinforced concrete column-to-steel beam joints with bolted end-plate,” Journal of Hunan University: Natural Science Edition, vol. 21, no. 2, pp. 1–5, 2007. View at Google Scholar
  11. Q. N. Li, X. C. Zheng, and M. T. Xu et al., “Experimental research and theoretical analysis of a new connection node with steel plate hoop and bolt tendons,” Industrial Building, vol. 43, no. 9, pp. 59–64,87, 2013. View at Google Scholar
  12. B. Liu, Y. Z. Zhang, and Z. F. Jin et al., “Experimental study on Seismic Behavior of prestressed fabricated PC frame connections,” JournaI of Building Structures, vol. 26, no. 2, pp. 60–65, 116, 2005. View at Google Scholar
  13. M. J. N. Priestley, “The PRESSS program—current status and proposed plans for Phase III,” PCI Journal, vol. 41, no. 2, pp. 22–40, 1996. View at Publisher · View at Google Scholar · View at Scopus
  14. T. F. Dong, Z. B. Li, X. Y. Zhou, and L. F. Feng, “Experimental study on seismic performances of precast prestressed concrete beam-to-column connections with unbonded tendons,” Journal of Beijing University of Technology, vol. 32, no. 2, pp. 144–148,154, 2006. View at Google Scholar
  15. X. Y. Fu, Y. Y. Yu, J. Q. Han, and X. D. Hong, “Experimental study on seismic behavior of interior joints in prestressed concrete assembly frame,” Journal of Building Structures, vol. 36, pp. 203–208, 2015. View at Google Scholar
  16. GB50010-2010, Code for Design of Concrete Structures, China Architecture and Building Press, Beijing, China, 2010.
  17. GB/T50081-2002, “Standard for Test Method of Mechanical Properties on Ordinary Concrete”.
  18. JGJ/T 101-2015, Specification for Seismic Test of Buildings.
  19. Q. J. Pan, Experimental Study on Seismic Capacity of Precast Prestressed Concrete Frame Structures, Southeast University, Nanjing, China, 2006.
  20. R. Park, “Evaluation of ductility of structures and structural assemblages from laboratory testing,” Bulletin of the New Zealand National Society for Earthquake Engineering, vol. 22, no. 3, pp. 155–166, 1989. View at Google Scholar
  21. D. Zenunović and R. Folić, “Models for behaviour analysis of monolithic wall and precast or monolithic floor slab connections,” Engineering Structures, vol. 40, pp. 466–478, 2012. View at Publisher · View at Google Scholar · View at Scopus
  22. G. Y. Ma and Y. P. Su, “Calculation formulas for ultimate compressive strength and strain of FRP confined concrete cylinder,” Journal of Hebei University of Science and Technology: Natural Science Edition, no. 1, pp. 74–77, 2010. View at Google Scholar
  23. L. Zeng, Research on Seismic Behaviors And Design Method of Steel Reinforced High Strength And High Performance Concrete Frame Joints [Ph.D. thesis], Xi'an University of Architecture and Technology, Xi’an, China, 2008.