290
Views
6
CrossRef citations to date
0
Altmetric
Original Articles

Nonseismic and seismic designed beam-column joints with rebar end anchors – Behaviour under reverse cyclic loading

&
Pages 2850-2872 | Received 06 Mar 2019, Accepted 10 Aug 2019, Published online: 16 Sep 2019

References

  • ACI-ASCE Committee 352R. 2002. Recommendations for design of beam-column connections in monolithic reinforced concrete structures. ACI 352R-02, American Concrete Institute, Farmington Hills, Michigan.
  • Alaee, P., and B. Li. 2017. High-strength concrete exterior beam-column joints with high-yield strength steel reinforcements. Engineering Structures 145: 305–21. doi:10.1016/j.engstruct.2017.05.024.
  • Alaee, P., and B. Li. 2018. Analytical investigations of reinforced concrete beam–Column joints constructed using high-strength materials”. Journal of Earthquake Engineering 1–29. doi:10.1080/13632469.2018.1453403.
  • American Concrete Institute Committee ACI318-02. 2019. Building code requirements for reinforced concrete (ACI 318-02). American Concrete Institute 318-95, 99, 02, Detroit, Michigan.
  • BS 8110. 1997. Structural use of concrete- Code of practice for design and construction. London: British Standards Institution.
  • Canadian Standards Association. 1994. Design of concrete structures A23.3-94. Rexdale: Canadian Standards Association (CSA-1994).
  • Candido, L., and F. Micelli. 2018. Seismic behaviour of regular reinforced concrete plane frames with fiber reinforced concrete in joints. Bulletin of Earthquake Engineering 16 (9): 4107–32. doi:10.1007/s10518-018-0325-9.
  • CEN Technical Committee 250. 2004. Eurocode 2: Design of concrete structures-part:1-1: General rules and rules for buildings. EN 1992-1-1:2004, CEN, Berlin, Germany.
  • CEN Technical Committee 250/SC8. 2006. Eurocode 8: Design of structures for earthquake resistance-part: 1: General rules, seismic actions and rules for buildings. ENV 1998-1:2004, CEN, Berlin, Germany.
  • Chalioris, C. E., and K. E. Bantilas. 2017. Shear strength of reinforced concrete beam-column joints with crossed inclined bars. Engineering Structures 140: 241–55. doi:10.1016/j.engstruct.2017.02.072.
  • Chidambaram, R. S., and P. Agarwal. 2015. Performance evaluation of geogrid-confined beam-column joints with steel fiber reinforced concrete under cyclic loading. Journal of Testing and Evaluation 44 (1): 582–98.
  • Chun, S. C., S. H. Lee, T. H. Kang, B. Oh, and J. W. Wallace. 2007. Mechanical anchorage in exterior beam-column joints subjected to cyclic loading. ACI Structural Journal 104 (1): 102.
  • Ehsani, M. R., and J. K. Wight. 1990. Confinement steel requirements for connections in ductile frames. Journal of Structural Engineering 116 (3): 751–67. doi:10.1061/(ASCE)0733-9445(1990)116:3(751).
  • ERC-1995. 1995. New Greek earthquake resistant code. Athens: Greece. (in Greek).
  • FEMA 273. 1997. NEHRP guidelines for the seismic rehabilitation of buildings. Report No. FEMA-273, Federal Emergency Management Agency, Washington, DC.
  • Ganesan, N., P. V. Indira, and M. V. Sabeena. 2014. Behaviour of hybrid fibre reinforced concrete beam–Column joints under reverse cyclic loads. Materials & Design 54: 686–93. doi:10.1016/j.matdes.2013.08.076.
  • Gencoglu, M. 2007. The effects of stirrups and the extents of regions used SFRC in exterior beam-column joints. Structural Engineering and Mechanics 27 (2): 223–42. doi:10.12989/sem.2007.27.2.223.
  • Huang, R. Y. C., J. S. Kuang, and H. Behnam. 2019. Shear strength of exterior wide beam-column joints with different beam reinforcement ratios”. Journal of Earthquake Engineering. doi:10.1080/13632469.2018.1545711.
  • Hwang, S. J., L. Hung-Jen, T. F. Liao, W. Kuo-Chou, and H. H. Tsai. 2005. Role of hoops on shear strength of reinforced concrete beam-column joints. ACI Structural Journal 102 (3): 445.
  • Ibrahim, H., and M. Elbadry. 2008. Experimental investigation of the cyclic behavior of concrete frame joints reinforced with double-headed studs. In Structures congress 2008: Crossing borders, ed. Don Anderson, Carlos Ventura, David Harvey and Marc Hoit, 1–10. Vancouver, British Columbia, Canada: American Society of Civil Engineers. ASCE 2008 Structures Congress.
  • Indian Standard IS-13920. 2016. Ductile detailing of reinforced concrete structures subjected to seismic forces - Code of practice. New Delhi: Bureau of Indian Standards.
  • Indian Standard IS-1893. 2016. Criteria for earthquake resistant design of structures part1 general provisions and buildings- General provisions and buildings. New Delhi: Bureau of Indian Standards.
  • Indian Standard IS-456. 2000. Plain and reinforced concrete - Code of practice. New Delhi: Bureau of Indian Standards.
  • Jung, H. S., H. K. Choi, C. S. Choi, and J. H. Chung. 2017. Structural performance of exterior beam-column joints with large diameter headed bars. Key Engineering Materials 754: 337–40. doi:10.4028/www.scientific.net/KEM.754.
  • Kang, T. H. K., W. Kim, and M. Shin. 2012. Cyclic testing for seismic design guide of beam-column joints with closely spaced headed bars. Journal of Earthquake Engineering 16 (2): 211–30. doi:10.1080/13632469.2011.610497.
  • Kotsovos, G. M., E. Vougioukas, and M. D. Kotsovos. 2013. Reducing steel congestion without violating seismic performance requirements. ACI Structural Journal 110 (3): 427–36.
  • Li, B., E. Siu-Shu Lam, B. Wu, and Y. Y. Wang. 2015. Effect of high axial load on seismic behavior of reinforced concrete beam-column joints with and without strengthening. ACI Structural Journal 112: 6. doi:10.14359/51687938.
  • Ma, Z. J., Q. Cao, C. E. Chapman, E. G. Burdette, and C. E. French. 2012. Longitudinal joint details with tight bend diameter U-bars. ACI Structural Journal 109 (6): 815–24.
  • NZS 3101. 2006. The design of concrete structures. Wellington: Standards New Zealand.
  • Oinam, R. M., D. R. Sahoo, and R. Sindhu. 2014. Cyclic response of non-ductile RC frame with steel fibers at beam-column joints and plastic hinge regions. Journal of Earthquake Engineering 18 (6): 908–28. doi:10.1080/13632469.2014.916239.
  • Pantazopoulou, S. J., and J. F. Bonacci. 1994. On earthquake resistant reinforced concrete frame connections. Canadian Journal of Civil Engineering 21 (2): 307–28. doi:10.1139/l94-032.
  • Rajagopal, S., and S. Prabavathy. 2014. Exterior beam-column joint study with non-conventional reinforcement detailing using mechanical anchorage under reversal loading. Sadhana 39 (5): 1185–200. doi:10.1007/s12046-014-0229-6.
  • Röhm, C., B. Novák, S. Sasmal, R. Karusala, and V. Srinivas. 2012. Behaviour of fibre reinforced beam-column sub-assemblages under reversed cyclic loading. Construction and Building Materials 36: 319–29. doi:10.1016/j.conbuildmat.2012.04.114.
  • Said, A. M. 2009. Damage characterization of beam-column joints reinforced with GFRP under reversed cyclic loading. Smart Structures and Systems 5 (4): 443. doi:10.12989/sss.2009.5.4.443.
  • Said, A. M., and M. L. Nehdi. 2004. Use of FRP for RC frames in seismic zones: Part II. Performance of steel-free GFRP-reinforced beam-column joints. Applied Composite Materials 11 (4): 227–45. doi:10.1023/B:ACMA.0000035480.85721.b5.
  • Said, S. H., and H. A. Razak. 2016. Structural behavior of RC engineered cementitious composite (ECC) exterior beam–Column joints under reversed cyclic loading. Construction and Building Materials 107: 226–34. doi:10.1016/j.conbuildmat.2016.01.001.
  • Sasmal, S., B. Novák, and K. Ramanjaneyulu. 2011b. Numerical analysis of fiber composite-steel plate upgraded beam–Column sub-assemblages under cyclic loading. Composite Structures 93 (2): 599–610. doi:10.1016/j.compstruct.2010.08.019.
  • Sasmal, S., B. Novák, and R. Karusala. 2010. Numerical analysis of under-designed reinforced concrete beam-column sub-assemblages under cyclic loading. Computers & Concrete, An International Journal 7 (3): 203–20. doi:10.12989/cac.2010.7.3.203.
  • Sasmal, S., K. Ramanjaneyulu, B. Novak, and N. Lakshmanan. 2013. Analytical and experimental investigations on seismic performance of exterior beam-column sub-assemblages of existing RC framed building. Earthquake Engineering and Structural Dynamics 42: 1785–805. doi:10.1002/eqe.2298.
  • Sasmal, S., K. Ramanjaneyulu, B. Novák, V. Srinivas, K. S. Kumar, C. Korkowski, C. Roehm, N. Lakshmanan, and N. R. Iyer. 2011a. Seismic retrofitting of nonductile beam-column sub-assemblage using FRP wrapping and steel plate jacketing. Construction and Building Materials 25 (1): 175–82. doi:10.1016/j.conbuildmat.2010.06.041.
  • Shakya, K., K. Watanabe, K. Matsumoto, and J. Niwa. 2012. Application of steel fibers in beam–Column joints of rigid-framed railway bridges to reduce longitudinal and shear rebars. Construction and Building Materials 27 (1): 482–89. doi:10.1016/j.conbuildmat.2011.07.016.
  • Shayanfar, J., H. A. Bengar, and A. Parvin. 2018. Analytical prediction of seismic behavior of RC joints and columns under varying axial load. Engineering Structures 174: 792–813. doi:10.1016/j.engstruct.2018.07.103.
  • Simamora, I., I. Imran, and F. Yamazaki 2013. Experimental study on the performance of headed anchorage bar in beam-column joints. Proceeding the 6th Civil Engineering Conference in Asia Region: Embracing the Future through Sustainability, Jakarta, Indonesia.
  • Tasligedik, A. S., U. Akguzel, W. Y. Kam, and S. Pampanin. 2018. Strength hierarchy at reinforced concrete beam-column joints and global capacity. Journal of Earthquake Engineering 22 (3): 454–87. doi:10.1080/13632469.2016.1233916.
  • Tran, C. T. N., and B. Li. 2018. Analytical model for shear-critical reinforced concrete interior beam-column joints. Journal of Earthquake Engineering. doi:10.1080/13632469.2019.1572036.
  • Wang, D., and X. Lu. 2013. Longitudinal joint details with tight bend diameter U-bars. ACI Structural Journal 110 (5): 886.
  • Zhang, R., K. Matsumoto, T. Hirata, Y. Ishizeki, and J. Niwa. 2015. Application of PP-ECC in beam–Column joint connections of rigid-framed railway bridges to reduce transverse reinforcements. Engineering Structures 86: 146–56. doi:10.1016/j.engstruct.2015.01.005.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.