Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

Journal Search

  1. Home
  2. All Issues
  3. 2018-12 (Vol. 30 No.6)
  4. 10.4334/JKCI.2018.30.6.657
Export citation EndNote
XML PDF INFO REF
1 
ACI Committee 374 (2005) Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05). American Concrete Institute, Farmington Hills, Michigan, 9 p.Google Search
2 
ACI Innovation Task Group 1 and Collaborators (2003) Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post-Tensioned Concrete Members. American Concrete Institute, Farmington Hills, MI.Google Search
3 
Bentz, E. C. (2000) Sectional analysis of reinforced concrete members. Ph.D. Thesis, Department of Civil Engineering, University of Toronto, 310 pp.Google Search
4 
Bradley, B. A., Dhakal, R. P., Mander, J. B., and Li, L. (2008) Experimental Multi-Level Seismic Performance Assessment of 3d Rc Frame Designed for Damage Avoidance. Earthquake Engineering & Structural Dynamics 37(1), 1-20.DOI
5 
Cheok, G. S. and Lew, H. S. (1991) Performance of 1/3-scale Model Precast Concrete Beam-column Connections Subjected to Cyclic Inelastic Loads: Report No. 2. US National Institute of Standards and Technology.Google Search
6 
Choi, C. S., Kim, S. H., Choi, Y. C., and Choi, H. K. (2013) Analytical Study on Hybrid Precast Concrete Beam-Column Connections. Journal of the Korea Concrete Institute 25(6), 631-639. (In Korean)DOI
7 
Choi, H. K. and Choi, C. S. (2014) Classification Schemes of Precast Beam-Column Connections According to Contribution of Deformation Components. Journal of the Korea Concrete Institute 26(4), 545-553. (In Korean)DOI
8 
Choi, Y. C., Lim, J. H., Moon, J. H., Lee, L. H., and Kwon, K. H. (2005) Inelastic Behavior of Interior Wide Beam-Column Connections with U-Shaped Precast Shell Beam Stressed by Post-Tensioning. Journal of Architectural Institute of Korea 22(1), 11-19. (in Korean)Google Search
9 
El-Sheikh, M. T., Sause, R., Pessiki, S., and Lu, L. W. (1999) Seismic Behavior and Design of Unbonded Post-Tensioned Precast Concrete Frames. PCI Journal 44(3), 54-71.DOI
10 
Filippou, F. C., Bertero, V. V., and Popov, E. P. (1983) Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints. Report EERC 83-19, Earthquake Engineering Research Center, University of California, Berkeley.Google Search
11 
French, C. W., Amu, O., and Tarzikhan, C. (1989) Connections between Precast Elements-Failure Outside Connection Region. Journal of Structural Engineering 115(2), 316-340.DOI
12 
Guo, T., Song, L., Cao, Z., and Gu, Y. (2016). Large-Scale Tests on Cyclic Behavior of Self-Centering Prestressed Concrete Frames. ACI Structural Journal 113(6), 1263-1274.DOI
13 
Hognestad, E. (1951) A Study on Combined Bending and Axial Load in Reinforced Concrete Members. Univ. of Illinois Engineering Experiment Station, Univ. of Illinois at Urbana-Champaign, IL, 43-46.Google Search
14 
Jin, K., Kitayama, K., Song, S., and Kanemoto, K. O. (2017) Shear Capacity of Precast Prestressed Concrete Beam-Column Joint Assembled by Unbonded Tendon. ACI Structural Journal 114(1), 51.Google Search
15 
Kim, S. H., Ha, S. S., Moon, J. H., Lee, L. H., Lee, G. C., and Jeon, B. K. (2004) An Experimental Study of the Structural Behavior on the PC Beam-Column Interior Joint with Connection Reinforcing Bars. Journal of Architectural Institute of Korea 20(10), 53-63. (in Korean)Google Search
16 
Kupfer, H., Hilsdorf, H. K., and Rusch, H., (1969) Behavior of Concrete under Biaxial Stress. ACI Journal 87(2), 656-666.Google Search
17 
Lee, D. J., Lee, J. D., Oh, T. S., and Kang, T. H. K. (2014) Seismic Experiment of Precast Concrete Exterior Beam-Column Joint Using Bolt Type Connection and Prestressing MEthod. Journal of the Korea Concrete Institute 26(2), 125-133. (In Korean)DOI
18 
Lowes, L. N., Mitra, N., and Altoontash, A. (2003) A Beam-Column Joint Model for Simulating the Earthquake Response of Reinforced Concrete Frames, PEER-2003/10, Pacific Earthquake Engineering Research Center, University of California, Berkeley, 59 p.Google Search
19 
Mander, J. B., Priestley, M. J., and Park, R. (1988) Theoretical Stress-Strain Model for Confined Concrete. Journal of Structural Engineering 114(8), 1804-1826.DOI
20 
Mattock, A. H. (1979) Flexural Strength of Prestressed Concrete Sections by Programmable Calculator. PCI Journal 24(1), 32-54.DOI
21 
Nakaki, S. D., Stanton, J. F., and Sritharan, S. (1999) An Overview of the PRESSS Five-Story Precast Test Building. PCI Journal 44(2), 26-39.DOI
22 
Nakano, K., Tanabe, K., Matsuzaki, Y., Wada, A., Sakata, H., and Kuboyama, H. (2004) Experimental Study on Mechanical Behavior of Damage Controlled Precast-Prestressed Concrete Structure with P/C MILDPRESS-JOINT. Proceedings of the 13th WCEE, Paper No, 2778.Google Search
23 
OpenSees (2006) Open System for Earthquake Engineering Simulation, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Available at http://opensees.berkeley.edu/.Google Search
24 
Palmieri, L., Saqan, E., French, C., and Kreger, M. (1996) Ductile Connections for Precast Concrete Frame Systems. ACI　Special Publication 162, 313-356.Google Search
25 
Park, R., Priestley, M. J., and Gill, W. D. (1982) Ductility of Square-Confined Concrete Columns. Journal of the Structural Division 108(4), 929-950.Google Search
26 
Priestley, M. N. and MacRae, G. A. (1996) Seismic Tests of Precast Beam-to-Column Joint Subassemblages with Unbonded Tendons. PCI Journal 41(1), 64-81.DOI
27 
Priestley, M. N. and Tao, J. R. (1993) Seismic Response of Precast Prestressed Concrete Frames with Partially Debonded Tendons. PCI Journal 38(1), 58-69.DOI
28 
Rodgers, G. W., Solberg, K. M., Mander, J. B., Chase, J. G., Bradley, B. A., and Dhakal, R. P. (2012) High-Force-to-Volume Seismic Dissipators Embedded in a Jointed Precast Concrete Frame. Journal of Structural Engineering, ASCE 138(3), 375-386.DOI
29 
Solberg, K. M., Dhakal, R. P., Bradley, B. A., Mander, J. B., and Li, L. (2008) Seismic Performance of Damage-Protected Beam-Column Joints. ACI Structural Journal, 105(2), 205-214.Google Search
30 
Song, L. L., Guo, T., and Chen, C. (2014) Experimental and Numerical Study of a Self‐centering Prestressed Concrete Moment Resisting Frame Connection with Bolted Web Friction Devices. Earthquake Engineering & Structural Dynamics 43(4), 529-545.DOI
31 
Wada, A., Sakata, H., Nakano, K., Matsuzaki, Y., Tanabe, K., and Machida, S. (2006) Study on Damage Controlled Precast-Prestressed Concrete Structure with P/C MILD-PRESS-JOINT–Part 1: Overview of P/C Mild-Press-Joint Building Construction and its Practical Applications. In Proceedings of the 2nd FIB Congress (Vol. 400).Google Search
32 
Wong, P. S., Vecchio, F. J., and Trommels, H. (2002) Vector2 and FormWorks User's Manual, Publication No. 2002-02, Dept. Civil Eng. Pub., University of Toronto, Toronto, ON, Canada.Google Search
33 
Yassin, M. H. M. (1994). Nonlinear Analysis of Prestressed Concrete Structures under Monotonic and Cycling Loads. PhD dissertation, University of California, Berkeley.Google Search