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Research Article

Investigation of Seismic Performance of (RBS) and Drilled Flange Connection (DFC) Containing rhombus Shaped Hole in Steel Moment Frames

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Pages 246-262 | Received 02 Dec 2019, Accepted 13 May 2020, Published online: 14 Jun 2020

References

  • ATC. (1992), “Guidelines for Cyclic Seismic Testing of Components of Steel Structures”. ATC-24.
  • Chen, S.J., and C.H. Yeh (1994), “Enhabcement of ductility of steel beam-to-column connections for seismic resistance„, In SSRC Task Group Meeting & Technical Session. Lehigh University.Pennsylvania.
  • Crisan, A., and D. Dubina. 2016. “Bending–shear Interaction in Short Coupling Steel Beams with Reduced Beam Section.” Journal of Constructional Steel Research 122: 190–197.
  • Engelhardt, M. D., G. Fry, S. Jones, M. Venti, and S. Holliday (2000), “Behavior and Design of Radius Cut Reduced Beam Section Connections.” Rep. No. SAC/BD-00.
  • Engelhardt, M. D., T. Winneberger, A. J. Zekany, and T. J. Potyraj. 1996. “The Dogbone Connection: Part II.” Modern Steel Construction 36 (8): 46–55.
  • Fanaei, N., and H. Sadeghi Moghadam. 2019. “Exprimental Study of Rigid Connection of Drilled Beam to CTF Column with External Stiffeners.” Journal of Constructional Steel Research 153: 209–221.
  • Farrokhi, H., F. Danesh, and S. Eshghi. 2009. “A Modified Moment Resisting Connection for Ductile Steel Frames (Numerical and Experimental Investigation).” Journal of Constructional Steel Research 65: 2040–2049.
  • FEMA. (2000), “State of the Art Report on Connection Performance.” Report No, FEMA-355D, Federal Emergency Management Agency.
  • Ismail, R. E. S., A. S. Fahmy, A. M. Khalifa, and Y. M. Mohamed. 2016. “Numerical Study on Ultimate Behaviour of Bolted End-Plate Steel Connections.” Latin American Journal of Solids and Structures 13 (1): 1–22.
  • Iwankiw, N. R., and C. J. Carter. 1996. “The Dogbone: A New Idea to Chew On.” Modern Steel Construction 36 (1): 18–23.
  • Montuori, R., and V. Sagarese. 2018. “The Use of Steel Rbs to Increase Ductility of Wooden Beams.” Engineering Structures 169: 154–161.
  • Plumier, A. 1997. “The Dogbone: Back to the Future.” Engineering journal-American Institute of Steel Construction 34: 61–67.
  • Plumier, Andre. (1990), “New idea for safe structures in seismic zones„, IABSE Symposium-Mixed Structures Including New Materials
  • Plumier, A. Baus, R. Pepin, and J.B. Schleich (1992), “U.S. Patent No. 5,148,642„, Washington, DC: U.S. Patent and Trademark Office.
  • Popov, E. P., T. S. Yang, and S. P. Chang. 1998. “Design of Steel MRF Connections before and after 1994 Northridge Earthquake.” Engineering Structures 20 (12): 1030–1038.
  • Qian, J., H. Yu, F. Yan, H. Dong, J. Li, and Y. Liu. 2005. “Experimental Study on Full-scale Steel Beam-to-column Moment Connections.” Earthquake Engineering and Engineering Vibration 4 (2): 311–323.
  • Saleh, A., S. M. Zahrai, and S. R. Mirghaderi. 2016b. “Experimental Study on Innovative Tubular Web RBS Connections in Steel MRFs with Typical Shallow Beams.” Structural Engineering and Mechanics, an Int’l Journal 57 (5): 785–808.
  • Saleh, A., S. R. Mirghaderi, and S. M. Zahrai. 2016a. “Cyclic Testing of Tubular Web RBS Connections in Deep Beams.” Journal of Constructional Steel Research 117: 214–226.
  • Sang JuL, E. E., E. H. Sang, Y. N. Sam, and W. S. Sung (2007), “Deformation Capacity of Reduced Beam Section Moment Connection by Staggered Holes”, Proceedings of the International Conference on Sustainable Building Asia. Seoul, Korea
  • Tahamouli Roudsari, M., H. Jamshidi, and S. H. Moradi. 2018. “Experimental and Numerical Assessment of Reduced IPE Beam Sections Connections with Box-stiffener.” International Journal of Steel Structures 18 (1): 255–263.
  • Tahamouli Roudsari, M., K. H. Jamshidi, and M. MohebiZangeneh. 2016. “Experimental and Numerical Investigation of IPE Reduced Beam Sections with Diagonal Web Stiffeners.” Journal of Earthquake Engineering 22(4), 533-552.
  • Tsai, K. C., and C. Y. Chen (1996), “Performance of Ductile Steel Beam - Column Moment Connections”, Eleventh World Conference on Earthquake Engineering, Paper N. Acapulco.
  • Uang, C. M., Y. Q. Noel, and J. Gross. 2000. “Cyclic Testing of Steel Moment Connection Rehabilitated with RBS or Welded Haunch.” Journal of Structural Engineering 126 (1): 67–78.
  • Vetr, M., M. Miri, and A. Haddad (2012), “Seismic Behavior of a New Reduced Beam Section Connection by Drilled Holes Arrangement (RBS_DHA) on the Beam Flanges through Experimental Studies.” 15th World Conference of Earthquake Engineering, (15WCEE). Lisbon, Portugal.
  • Youssef, N. F., D. Bonowitz, and J. L. Gross. 1995. A Survey of Steel Moment-resisting Frame Buildings Affected by the 1994 Northridge Earthquake. US National Institute of Standards and Technology, (NIST); 1995.1994, Technical Report SAC 95-06, SAC Joint Venture, Sacramento.
  • Zekioglu, A., H. Mozaffarian, and C. M. Uang. 1997. “Moment Frame Connection Development and Testing for the City of Hope National Medical Center.” In Building to Last, 100–104. NY, ASCE.

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