Research Article
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Year 2019, Volume: 3 Issue: 4, 179 - 188, 01.10.2019
https://doi.org/10.31127/tuje.555268

Abstract

References

  • Baran, M. (2005). Precast concrete panel reinforced infill walls for seismic strengthening of reinforced concrete framed structures. PhD Thesis, Middle East Technical University, Ankara, Turkey.
  • Baran, M., Canbay, E. and Tankut, T. (2010). “Seismic strengthening with precast concrete panels-theoretical approach.” UCTEA, Turkish Chamber of Civil Engineers, Technical Journal., Vol. 21, No. 1, pp. 4959 – 4978.
  • Baran, M., Duvarcı, M., Tankut, T., Ersoy, U. and Özcebe, G. (2003). “Occupant friendly seismic retrofit (ofr) of rc framed buildings.” Seismic Assessment and Rehabilitation of Existing Buildings, Nato Science Series, IV. Earth and Environmental Series, Vol. 29, pp. 433-456.
  • Baran, M., Okuyucu, D., Susoy, M. and Tankut, T. (2011). “Seismic strengthening of R/C frames by precast concrete panels.” Magazine of Concrete Research, Vol. 63, No. 5, pp. 321-332.
  • Baran, M., Susoy, M. and Tankut, T. (2011). “Strengthening of deficient RC frames with high strength concrete panels : an experimental study.” Structural Engineering and Mechanics, Vol. 37, No. 2, pp. 177-196.
  • Baran, M. and Tankut, T. (2011). “Experimental study on seismic strengthening of RC frames by precast concrete panels” ACI Structural Journal, Vol. 108, No. 2, pp. 227-237.
  • Frosch, R.J., (1996). Seismic rehabilitation using precast infill walls. PhD Thesis, The University of Texas at Austin, USA.
  • Frosch, R..J., (1999). “Panel Connections for Precast Concrete Infill Walls.” ACI Structural Journal, Vol. 96, No. 4, pp. 467-474.
  • Frosch, R.J., Li, W., Jirsa, J.O. and Kreger, M.E. (1996). “Retrofit of non-ductile moment-resisting frames using precast infill wall panels.” Earthquake Spectra, Vol. 12, No. 4, pp. 741-760.
  • Frosch, R.J., Li, W., Kreger, M.E. and Jirsa, J.O. (1996). “Seismic strengthening of a nonductile rc frame using precast infill panels.” Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico.
  • Han, T. S., Feenstra, P. H. and Billington, S. L. (2003). “Simulation of highly ductile fiber-reinforced cement-based composite components under cyclic loading.” ACI Structural Journal, Vol. 100, No. 6, pp. 749-757.
  • Hanson, R.D. (1980). “Repair and strengthening of buildings.” Proceedings of the 7th WCEE, İstanbul, Turkey, Vol. 9, pp.71-74.
  • Isao, M., Hiroshi, T. and Ryoji, H.A. (1999). “A Seismic Strengthening Method for Existing R/C Buildings by Shear Walls Installed Precast Concrete Panel.” Japan Science and Technology Agency, Concrete Journal, Vol. 37, No. 11, pp. 20-26.
  • Kahn, L.F., Hanson, R.D. (1979). “infilled walls for earthquake strengthening.” Proc. of the ASCE, Vol. 105 (ST2), pp. 283-296.
  • Kaldjian, M.J. and Yuzugullu, O. (1983). “Efficiency of bolt connected shear panels to strengthen building structures.” The First International Conference on Concrete Technology for Developing Countries, Yarmouk University, 16-19 Oct., Irbid, Jordan.
  • Kanda, T., Watanabe, W., Li, V. C. (1998). “Application of pseudo strain hardening cementitious composites to shear resistant structural elements.” Fracture Mechanics of Concrete Structures. Proceedings of FRAMCOS-3, Freiburg, Germany, pp. 1477-1490.
  • Kesner, K., E. (2003). Development of seismic strengthening and retrofit strategies for critical facilities using engineered cementitious composite materials. PhD Dissertation, Cornell University, Ithaca, NY.
  • Kesner, K. E., Billington, S. L. and Douglas, K., S. (2003). “Cyclic response of highly ductile fiber-reinforced cement-based composites.” ACI Materials Journal, Vol. 100, No. 5, pp. 381-390.
  • Kesner, K. and Billington, S.L. (2005). “Investigation of infill panels made from engineered cementitious composites for seismic strengthening and retrofit.” ASCE Journal of Structural Engineering, Vol. 131, No. 11, pp. 712-1720.
  • Kesner, K. E. and Billington, S. L. (2001). “Investigation of ductile cementbased composites for seismic strengthening and retrofit.” Fracture Mechanics of Concrete Structures, de Borst et al (eds), Swats & Zaltlinger, Lisse, pp. 65-72.
  • Li, W. (1997). Experimental evaluation and computer simulation of post tensioned precast infill wall system. PhD Thesis, The University of Texas at Austin, USA.
  • Matsumoto, T. (1998). “Structural Performance of SRC Multi-storey Shear Walls with Infilled Precast Concrete Panels.” Japan Concrete Institute, Tokyo.
  • Nakashima, M., (1995). “Strain hardening behavior of shear panels made of low-yield steel, I: test.” Journal of Structural Engineering, Vol. 121, No. 12, pp. 1742-1749.
  • Phan, T.L., Cheok, S.G. and Todd, R.D. (1995). “Strengthening methodology for lightly reinforced concrete specimens.” Recommended Guidelines for Strengthening With Infill Walls. Building and Fire Research Laboratory, National Institute of Standards and Technology (NIST), Gaithersburg.
  • Roberts, T. M. (1995). “Seismic resistance of steel plate shear walls.” Engineering Structures, Vol. 17, No. 5, pp. 344-351.
  • Sevil, T., Baran, M. and Canbay, E. (2010). “Tuğla dolgu duvarlarin B/A çerçeveli yapilarin davranişina etkilerinin incelenmesi; deneysel ve kuramsal çalişmalar.” International Journal of Research and Development (IJERAD), Vol. 2, No.2 pp. 35-42.
  • Susoy, M. (2004). Seismic strengthening of masonry infilled R/C frames with precast concrete panel infills. MSc. Thesis, Middle East Technical University, Ankara, Turkey.
  • Tankut, T., Ersoy, U., Özcebe, G., Baran, M. and Okuyucu, D. (2005). “In service seismic strengthening of RC framed structures.” Seismic Assessment and Rehabilitation of Existing Buildings. International Closing Workshop, NATO Project SfP 977231, Istanbul, Turkey.
  • Yuzugullu, O. (1979). “Strengthening of Reinforced Concrete Frames Damaged by Earthquake Using Precast Panel Elements.” Turkish Scientific and Technical Council, Project No. MAG-494 (in Turkish), Ankara, Turkey.

BEHAVIOR OF R/C FRAMES WITH CONCRETE PLATE BONDED INFILLS

Year 2019, Volume: 3 Issue: 4, 179 - 188, 01.10.2019
https://doi.org/10.31127/tuje.555268

Abstract



A practical, economic and effective as well as occupant friendly seismic strengthening technique had been developed for reinforced concrete (RC) framed buildings lacking sufficient lateral stiffness. In this technique, high strength concrete plates are bonded onto the existing plastered hollow brick infill walls using a thin layer of epoxy mortar in order that infill walls are converted into lateral load resisting shear walls resulting from the composite action of infill wall with the plates bonded onto it. By this way, the building gains sufficient lateral stiffness. To analyze the behavior of RC frames strengthened by the aforementioned technique, results of eight one-third scale, one-bay, one or two storey deficient RC frames tested under reverse-cyclic lateral loading until failure are given in detail. Three different types of plates were used to strengthen the frames. Test results showed that the proposed strengthening technique considerably increased the lateral load capacities as well as the initial stiffness and energy dissipation capacities of the strengthened specimens, for both types of frames. Additionally, present study focuses on the comparison results of one-storey specimens with those of equivalent two-storey specimens to well-understand the behavior of such strengthened frames under lateral load, and infill walls under compressive and shear forces as well as tensile forces.

References

  • Baran, M. (2005). Precast concrete panel reinforced infill walls for seismic strengthening of reinforced concrete framed structures. PhD Thesis, Middle East Technical University, Ankara, Turkey.
  • Baran, M., Canbay, E. and Tankut, T. (2010). “Seismic strengthening with precast concrete panels-theoretical approach.” UCTEA, Turkish Chamber of Civil Engineers, Technical Journal., Vol. 21, No. 1, pp. 4959 – 4978.
  • Baran, M., Duvarcı, M., Tankut, T., Ersoy, U. and Özcebe, G. (2003). “Occupant friendly seismic retrofit (ofr) of rc framed buildings.” Seismic Assessment and Rehabilitation of Existing Buildings, Nato Science Series, IV. Earth and Environmental Series, Vol. 29, pp. 433-456.
  • Baran, M., Okuyucu, D., Susoy, M. and Tankut, T. (2011). “Seismic strengthening of R/C frames by precast concrete panels.” Magazine of Concrete Research, Vol. 63, No. 5, pp. 321-332.
  • Baran, M., Susoy, M. and Tankut, T. (2011). “Strengthening of deficient RC frames with high strength concrete panels : an experimental study.” Structural Engineering and Mechanics, Vol. 37, No. 2, pp. 177-196.
  • Baran, M. and Tankut, T. (2011). “Experimental study on seismic strengthening of RC frames by precast concrete panels” ACI Structural Journal, Vol. 108, No. 2, pp. 227-237.
  • Frosch, R.J., (1996). Seismic rehabilitation using precast infill walls. PhD Thesis, The University of Texas at Austin, USA.
  • Frosch, R..J., (1999). “Panel Connections for Precast Concrete Infill Walls.” ACI Structural Journal, Vol. 96, No. 4, pp. 467-474.
  • Frosch, R.J., Li, W., Jirsa, J.O. and Kreger, M.E. (1996). “Retrofit of non-ductile moment-resisting frames using precast infill wall panels.” Earthquake Spectra, Vol. 12, No. 4, pp. 741-760.
  • Frosch, R.J., Li, W., Kreger, M.E. and Jirsa, J.O. (1996). “Seismic strengthening of a nonductile rc frame using precast infill panels.” Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico.
  • Han, T. S., Feenstra, P. H. and Billington, S. L. (2003). “Simulation of highly ductile fiber-reinforced cement-based composite components under cyclic loading.” ACI Structural Journal, Vol. 100, No. 6, pp. 749-757.
  • Hanson, R.D. (1980). “Repair and strengthening of buildings.” Proceedings of the 7th WCEE, İstanbul, Turkey, Vol. 9, pp.71-74.
  • Isao, M., Hiroshi, T. and Ryoji, H.A. (1999). “A Seismic Strengthening Method for Existing R/C Buildings by Shear Walls Installed Precast Concrete Panel.” Japan Science and Technology Agency, Concrete Journal, Vol. 37, No. 11, pp. 20-26.
  • Kahn, L.F., Hanson, R.D. (1979). “infilled walls for earthquake strengthening.” Proc. of the ASCE, Vol. 105 (ST2), pp. 283-296.
  • Kaldjian, M.J. and Yuzugullu, O. (1983). “Efficiency of bolt connected shear panels to strengthen building structures.” The First International Conference on Concrete Technology for Developing Countries, Yarmouk University, 16-19 Oct., Irbid, Jordan.
  • Kanda, T., Watanabe, W., Li, V. C. (1998). “Application of pseudo strain hardening cementitious composites to shear resistant structural elements.” Fracture Mechanics of Concrete Structures. Proceedings of FRAMCOS-3, Freiburg, Germany, pp. 1477-1490.
  • Kesner, K., E. (2003). Development of seismic strengthening and retrofit strategies for critical facilities using engineered cementitious composite materials. PhD Dissertation, Cornell University, Ithaca, NY.
  • Kesner, K. E., Billington, S. L. and Douglas, K., S. (2003). “Cyclic response of highly ductile fiber-reinforced cement-based composites.” ACI Materials Journal, Vol. 100, No. 5, pp. 381-390.
  • Kesner, K. and Billington, S.L. (2005). “Investigation of infill panels made from engineered cementitious composites for seismic strengthening and retrofit.” ASCE Journal of Structural Engineering, Vol. 131, No. 11, pp. 712-1720.
  • Kesner, K. E. and Billington, S. L. (2001). “Investigation of ductile cementbased composites for seismic strengthening and retrofit.” Fracture Mechanics of Concrete Structures, de Borst et al (eds), Swats & Zaltlinger, Lisse, pp. 65-72.
  • Li, W. (1997). Experimental evaluation and computer simulation of post tensioned precast infill wall system. PhD Thesis, The University of Texas at Austin, USA.
  • Matsumoto, T. (1998). “Structural Performance of SRC Multi-storey Shear Walls with Infilled Precast Concrete Panels.” Japan Concrete Institute, Tokyo.
  • Nakashima, M., (1995). “Strain hardening behavior of shear panels made of low-yield steel, I: test.” Journal of Structural Engineering, Vol. 121, No. 12, pp. 1742-1749.
  • Phan, T.L., Cheok, S.G. and Todd, R.D. (1995). “Strengthening methodology for lightly reinforced concrete specimens.” Recommended Guidelines for Strengthening With Infill Walls. Building and Fire Research Laboratory, National Institute of Standards and Technology (NIST), Gaithersburg.
  • Roberts, T. M. (1995). “Seismic resistance of steel plate shear walls.” Engineering Structures, Vol. 17, No. 5, pp. 344-351.
  • Sevil, T., Baran, M. and Canbay, E. (2010). “Tuğla dolgu duvarlarin B/A çerçeveli yapilarin davranişina etkilerinin incelenmesi; deneysel ve kuramsal çalişmalar.” International Journal of Research and Development (IJERAD), Vol. 2, No.2 pp. 35-42.
  • Susoy, M. (2004). Seismic strengthening of masonry infilled R/C frames with precast concrete panel infills. MSc. Thesis, Middle East Technical University, Ankara, Turkey.
  • Tankut, T., Ersoy, U., Özcebe, G., Baran, M. and Okuyucu, D. (2005). “In service seismic strengthening of RC framed structures.” Seismic Assessment and Rehabilitation of Existing Buildings. International Closing Workshop, NATO Project SfP 977231, Istanbul, Turkey.
  • Yuzugullu, O. (1979). “Strengthening of Reinforced Concrete Frames Damaged by Earthquake Using Precast Panel Elements.” Turkish Scientific and Technical Council, Project No. MAG-494 (in Turkish), Ankara, Turkey.
There are 29 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Mehmet Baran 0000-0001-6674-7308

Publication Date October 1, 2019
Published in Issue Year 2019 Volume: 3 Issue: 4

Cite

APA Baran, M. (2019). BEHAVIOR OF R/C FRAMES WITH CONCRETE PLATE BONDED INFILLS. Turkish Journal of Engineering, 3(4), 179-188. https://doi.org/10.31127/tuje.555268
AMA Baran M. BEHAVIOR OF R/C FRAMES WITH CONCRETE PLATE BONDED INFILLS. TUJE. October 2019;3(4):179-188. doi:10.31127/tuje.555268
Chicago Baran, Mehmet. “BEHAVIOR OF R/C FRAMES WITH CONCRETE PLATE BONDED INFILLS”. Turkish Journal of Engineering 3, no. 4 (October 2019): 179-88. https://doi.org/10.31127/tuje.555268.
EndNote Baran M (October 1, 2019) BEHAVIOR OF R/C FRAMES WITH CONCRETE PLATE BONDED INFILLS. Turkish Journal of Engineering 3 4 179–188.
IEEE M. Baran, “BEHAVIOR OF R/C FRAMES WITH CONCRETE PLATE BONDED INFILLS”, TUJE, vol. 3, no. 4, pp. 179–188, 2019, doi: 10.31127/tuje.555268.
ISNAD Baran, Mehmet. “BEHAVIOR OF R/C FRAMES WITH CONCRETE PLATE BONDED INFILLS”. Turkish Journal of Engineering 3/4 (October 2019), 179-188. https://doi.org/10.31127/tuje.555268.
JAMA Baran M. BEHAVIOR OF R/C FRAMES WITH CONCRETE PLATE BONDED INFILLS. TUJE. 2019;3:179–188.
MLA Baran, Mehmet. “BEHAVIOR OF R/C FRAMES WITH CONCRETE PLATE BONDED INFILLS”. Turkish Journal of Engineering, vol. 3, no. 4, 2019, pp. 179-88, doi:10.31127/tuje.555268.
Vancouver Baran M. BEHAVIOR OF R/C FRAMES WITH CONCRETE PLATE BONDED INFILLS. TUJE. 2019;3(4):179-88.
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