Seismic Performance of Precast Multi-span Frame System Integrated by Unbonded Tendons

1. Priestley, M. J. N., “Overview of PRESSS Research Program,” PCI Journal, V. 36, No. 4, 1991, pp. 50-57. doi: 10.15554/pcij.07011991.50.5710.15554/pcij.07011991.50.57 ↗

2. Priestley, M. J. N., and Tao, J. R., “Seismic Response of Precast Prestressed Concrete Frames with Partially Debonded Tendons,” PCI Journal, V. 38, No. 1, 1993, pp. 58-69. doi: 10.15554/pcij.01011993.58.6910.15554/pcij.01011993.58.69 ↗

3. Palmieri, L.; Saqan, E.; French, C.; and Kreger, M., “Ductile Connections for Precast Concrete Frame Systems,” Mete A. Sozen Symposium: A Tribute from His Students, SP-162, J. K. Wight and M. Kreger, eds., American Concrete Institute, Farmington Hills, MI, 1996, pp. 313-356.

4. Nakaki, S. D.; Stanton, J. F.; and Sritharan, S. S., “An Overview of the PRESSS Five-Story Precast Test Building,” PCI Journal, V. 44, No. 2, 1999, pp. 26-39. doi: 10.15554/pcij.03011999.26.3910.15554/pcij.03011999.26.39 ↗

5. El-Sheikh, M. T.; Sause, R.; Pessiki, S.; and Lu, L.-W., “Seismic Behavior and Design of Unbonded Post-Tensioned Precast Concrete Frames,” PCI Journal, V. 44, No. 3, 1999, pp. 54-71. doi: 10.15554/pcij.05011999.54.7110.15554/pcij.05011999.54.71 ↗

6. Priestley, M. J. N.; Sritharan, S. S.; Conley, J. R.; and Pampanin, S., “Preliminary Results and Conclusions from the PRESSS Five-Story Precast Concrete Test Building,” PCI Journal, V. 44, No. 6, 1999, pp. 42-67. doi: 10.15554/pcij.11011999.42.6710.15554/pcij.11011999.42.67 ↗

7. Nakano, K.; Tanabe, K.; Matsuzaki, Y.; Wada, A.; Sakata, H.; and Kuboyama, H., “Experimental Study on Mechanical Behavior of Damage Controlled Precast-Prestressed Concrete Structure with P/C MILD PRESS-JOINT,” Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, Paper No. 2778, 2004, 12 pp.

8. Qian, K.; Liang, S.-L.; Feng, D.-C.; Fu, F.; and Wu, G., “Experimental and Numerical Investigation on Progressive Collapse Resistance of Post-Tensioned Precast Concrete Beam-Column Subassemblages,” Journal of Structural Engineering, ASCE, V. 146, No. 9, 2020, pp. 1-19. doi: 10.1061/(ASCE)ST.1943-541X.000271410.1061/(ASCE)ST.1943-541X.0002714 ↗

9. Wang, H.; Marino, E. M.; Pan, P.; Liu, H.; and Nie, X., “Experimental Study of a Novel Precast Prestressed Reinforced Concrete Beam-to-Column Joint,” Engineering Structures, V. 156, 2018, pp. 68-81. doi: 10.1016/j.engstruct.2017.11.01110.1016/j.engstruct.2017.11.011 ↗

10. Morgen, B. G., and Kurama, Y. C., “A Friction Damper for Post-Tensioned Precast Concrete Beam-to-Column Joints,” Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, Paper No. 3189, 2004, 15 pp.

11. Kaya, M., and Arslan, A. S., “Analytical Modeling of Post-Tensioned Precast Beam-to-Column Connections,” Materials & Design, V. 30, No. 9, 2009, pp. 3802-3811. doi: 10.1016/j.matdes.2009.01.03310.1016/j.matdes.2009.01.033 ↗

12. Song, B.; Xu, W.; Du, D.; Wang, S.; Li, W.; and Zhang, Y., “Seismic Design of Hybrid Unbonded Post-Tensioned Precast Concrete Joints Based on Bearing Capacity and Energy Dissipation Capacity,” Advances in Structural Engineering, V. 24, No. 8, 2021, pp. 1724-1738. doi: 10.1177/136943322098273310.1177/1369433220982733 ↗

13. Kurosawa, R.; Sakata, H.; Qu, Z.; and Suyama, T., “Precast Prestressed Concrete Frames for Seismically Retrofitting Existing RC Frames,” Engineering Structures, V. 184, 2019, pp. 345-354. doi: 10.1016/j.engstruct.2019.01.11010.1016/j.engstruct.2019.01.110 ↗

14. Kim, J. H.; Choi, S.-H.; Hwang, J.-H.; Jeong, H.; Han, S.-J.; and Kim, K. S., “Experimental Study on Lateral Behavior of Post-Tensioned Precast Beam-Column Joints,” Structures, V. 33, 2021, pp. 841-854. doi: 10.1016/j.istruc.2021.04.09510.1016/j.istruc.2021.04.095 ↗

15. Choi, S.-H.; Hwang, J.-H.; Heo, I.; Kim, K. S.; and Woo, W.-T., “Flexural Response of Negative Moment Region of Hybrid Prestressed Precast Concrete (HPPC) System,” Journal of the Architectural Institute of Korea Structure & Construction, V. 34, No. 10, 2018, pp. 3-10. doi: 10.5659/JAIK_SC.2018.34.10.3

16. Kaya, M., and Arslan, A. S., “The Effect of the Diameter of Prestressed Strands Providing the Post-Tensioned Beam-to-Column Connections,” Materials & Design, V. 30, No. 7, 2009, pp. 2604-2617. doi: 10.1016/j.matdes.2008.11.01210.1016/j.matdes.2008.11.012 ↗

17. Jin, K.; Kitayama, K.; Song, S.; and Kanemoto, K., “Shear Capacity of Precast Prestressed Concrete Beam-Column Joint Assembled by Unbonded Tendon,” ACI Structural Journal, V. 114, No. 1, Jan.-Feb. 2017, pp. 51-62. doi: 10.14359/5168914810.14359/51689148 ↗

18. Song, M.; He, J.; Liu, Y.; Zhang, H.; Ge, C.; Jin, Y.; Liu, B.; Huang, S.; and Liu, Y., “Seismic Behavior of Three-Story Prestressed Fabricated Concrete Frame under Dynamic and Low Reversed Cyclic Loading,” Advances in Civil Engineering, V. 2018, 2018, 10 pp. doi: 10.1155/2018/787690810.1155/2018/7876908 ↗

19. Rha, C.; Kang, T. H.-K.; Shin, M.; and Yoon, J. B., “Gravity and Lateral Load-Carrying Capacities of Reinforced Concrete Flat Plate Systems,” ACI Structural Journal, V. 111, No. 4, July-Aug. 2014, pp. 753-764. doi: 10.14359/5168673110.14359/51686731 ↗

20. Park, R., and Thompson, K. J., “Cyclic Load Tests on Prestressed and Partially Prestressed Beam-Column Joints,” PCI Journal, V. 22, No. 5, 1977, pp. 84-110. doi: 10.15554/pcij.09011977.84.11010.15554/pcij.09011977.84.110 ↗

21. Harajli, M. H., “Behavior of Partially Prestressed Concrete Joints under Cyclic Loading,” Journal of Structural Engineering, ASCE, V. 114, No. 11, 1988, pp. 2525-2543. doi: 10.1061/(ASCE)0733-9445(1988)114:11(2525)10.1061/(ASCE)0733-9445(1988)114:11(2525) ↗

22. Astawa, M. D.; Tavio.; and Raka, I. G. P., “Ductile Structure Framework of Earthquake Resistant of Highrise Building on Exterior Beam-Column Joint with the Partial Prestressed Concrete Beam-Column Reinforced Concrete,” The 2nd International Conference on Rehabilitation and Maintenance in Civil Engineering, V. 54, F. Nestmann, E. Schlangen, and S. As’ad, eds., 2013, pp. 413-427. doi: 10.1016/j.proeng.2013.03.03710.1016/j.proeng.2013.03.037 ↗

23. Zerbe, H. E., and Durrani, A. J., “Seismic Response of Connections in Two-Bay R/C Frame Subassemblies,” Journal of Structural Engineering, ASCE, V. 115, No. 11, 1989, pp. 2829-2844. doi: 10.1061/(ASCE)0733-9445(1989)115:11(2829)10.1061/(ASCE)0733-9445(1989)115:11(2829) ↗

24. Zerbe, H. E., and Durrani, A. J., “Seismic Response of Connections in Two-Bay Reinforced Concrete Frame Subassemblies with a Floor Slab,” ACI Structural Journal, V. 87, No. 4, July-Aug. 1990, pp. 406-415. doi: 10.14359/304610.14359/3046 ↗

25. Kabeyasawa, T.; Sanada, Y.; and Maeda, M., “Effect of Beam Axial Deformation on Column Shear in Reinforced Concrete Frames,” Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, Paper No. 1017, 2000, 8 pp.

26. Kim, J.; Stanton, J.; and MacRae, G., “Effect of Beam Growth on Reinforced Concrete Frames,” Journal of Structural Engineering, ASCE, V. 130, No. 9, 2004, pp. 1333-1342. doi: 10.1061/(ASCE)0733-9445(2004)130:9(1333)10.1061/(ASCE)0733-9445(2004)130:9(1333) ↗

27. Wang, L.; Tian, Y.; Luo, W.; Li, G.; Zhang, W.; Liu, S.; and Zhang, C., “Seismic Performance of Axially Restrained Reinforced Concrete Frame Beams,” Journal of Structural Engineering, ASCE, V. 145, No. 5, 2019, pp. 1-12. doi: 10.1061/(ASCE)ST.1943-541X.000230610.1061/(ASCE)ST.1943-541X.0002306 ↗

28. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.

29. ACI Committee 374, “Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05) (Reapproved 2019),” American Concrete Institute, Farmington Hills, MI, 2005, 9 pp.

30. Ozden, S.; Akguzel, U.; and Ozturan, T., “Seismic Strengthening of Infilled Reinforced Concrete Frames with Composite Materials,” ACI Structural Journal, V. 108, No. 4, July-Aug. 2011, pp. 414-422. doi: 10.14359/5168298110.14359/51682981 ↗

31. Choi, S.-H.; Hwang, J.-H.; Lee, D. H.; Kim, K. S.; Zhang, D.; and Kim, J. R., “Experimental Study on RC Frame Structures Strengthened by Externally-Anchored PC Wall Panels,” Computers and Concrete, V. 22, No. 4, 2018, pp. 383-393. doi: 10.12989/cac.2018.22.4.383

32. Feng, F.; Jiang, K.; Hwang, H.-J.; and Yi, W.-J., “Earthquake Response of Low-Rise RC Moment Frame Structures according to Energy Dissipation Ratio of Beam-Column Joints,” Journal of Structural Integrity and Maintenance, V. 3, No. 1, 2018, pp. 33-43. doi: 10.1080/24705314.2018.142617110.1080/24705314.2018.1426171 ↗

33. Hwang, T.-H., “Effects of Variation in Load History on Cyclic Response of Concrete Flexural Members,” PhD thesis, University of Illinois at Urbana-Champaign, Urbana, IL, 1982, 231 pp.

34. Jacobsen, L. S., “Steady Forced Vibrations as Influenced by Damping,” ASME Transactions, V. 52, No. 1, 1930, pp. 169-181.10.1115/1.4057368 ↗

35. Oudah, F., and El-Hacha, R., “Damage and Deformation Assessment of Earthquake-Resistant RC Slotted Beam-Column Connections Using Digital Image Correlation Technique,” Engineering Structures, V. 215, 2020, Article No. 110442, 14 pp. doi: 10.1016/j.engstruct.2020.11044210.1016/j.engstruct.2020.110442 ↗

36. Priestley, M. J. N., and Grant, D. N., “Viscous Damping in Seismic Design and Analysis,” Journal of Earthquake Engineering, V. 9, No. sup2, 2005, pp. 229-255. doi: 10.1142/S136324690500236510.1142/S1363246905002365 ↗

37. ACI Committee 374, “Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads (ACI 374.2R-13),” American Concrete Institute, Farmington Hills, MI, 2013, 18 pp.

38. Cao, V. V.; Ronagh, H. R.; Ashraf, M.; and Baji, H., “A New Damage Index for Reinforced Concrete Structures,” Earthquakes and Structures, V. 6, No. 6, 2014, pp. 581-609. doi: 10.12989/eas.2014.6.6.58110.12989/eas.2014.6.6.581 ↗

39. Roufaiel, M. S. L., and Meyer, C., “Analysis of Damaged Concrete Frame Buildings,” Technical Report No. NSF-CEE-81-21359-1, Columbia University, New York, NY, 1983, 164 pp.

40. Kim, T.-H.; Lee, K.-M.; Chung, Y.-S.; and Shin, H. M., “Seismic Damage Assessment of Reinforced Concrete Bridge Columns,” Engineering Structures, V. 27, No. 4, 2005, pp. 576-592. doi: 10.1016/j.engstruct.2004.11.01610.1016/j.engstruct.2004.11.016 ↗

41. Mergos, P. E., and Kappos, A. J., “Seismic Damage Analysis Including Inelastic Shear-Flexure Interaction,” Bulletin of Earthquake Engineering, V. 8, No. 1, 2010, Article No. 27. doi: 10.1007/s10518-009-9161-210.1007/s10518-009-9161-2 ↗

42. Park, Y.-J., and Ang, A. H.-S., “Mechanistic Seismic Damage Model for Reinforced Concrete,” Journal of Structural Engineering, ASCE, V. 111, No. 4, 1985, pp. 722-739. doi: 10.1061/(ASCE)0733-9445(1985)111:4(722)10.1061/(ASCE)0733-9445(1985)111:4(722) ↗

43. Hait, P.; Sil, A.; and Choudhury, S., “Seismic Damage Assessment and Prediction Using Artifical Neural Network of RC Building Considering Irregularities,” Journal of Structural Integrity and Maintenance, V. 5, No. 1, 2020, pp. 51-69. doi: 10.1080/24705314.2019.169216710.1080/24705314.2019.1692167 ↗

44. FEMA 356, “Prestandard and Commentary for the Seismic Rehabilitation of Buildings,” Federal Emergency Management Agency, Washington, DC, 2000, 518 pp.