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Federal Emergency Management Agency, NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 1994 Edition, FEMA Publication No. 222; and Commentary, FEMA Publication No. 223, 1995, pp. 183-195.
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2 |
Federal Emergency Management Agency, NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 1997 Edition, FEMA Publication No. 302 and Commentary, FEMA Publication No. 303, 1998, pp. 179-197.
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3 |
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, Mich, 2013, pp.1-18.
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4 |
NZS 3101, "The Design of Concrete Structures," Part 1 and Part 2, New Zealand Standard, 2006, pp. 18.1-18.9.
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5 |
Fib Task Group 7.3, "Seismic Design of Precast Concrete Building Structures," Fib Bulletin 27, 2003, pp. 64-128.
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6 |
Nakaki, S. D., Stanton, J. F., and Sritharan, S., "An Overview of the PRESSS Five-Story Precast Test Building," Journal of PCI, Vol. 44, No. 2, 1999, pp. 26-39.
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7 |
ACI-ASCE Committee 352, "Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures (ACI 352R-02)," American Concrete Institute, Farmington Hills, Mich., 2002, pp. 1-37.
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8 |
Kim, S. H., Moon, J. H., and Lee, L. H., "An Experimental Study of the Structural Behavior on the Precast Concrete Beam-Column Interior Joint with Splice Type Reinforcin Bars," Journal of AIK, Vol. 20, No. 10, 2004, pp. 53-61.
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9 |
Englekirk, R. E., "Development and Testing of a Ductile Connector for Assembling Precast Concrete Beams and Columns," Journal of PCI, March-April 1995, pp. 36-51.
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10 |
Cheok, G. and Lew, H. S., "Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads-Report No. 2," NISTIR 4589, NIST, June 1991, pp. 1-40.
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11 |
Cheok, G. and Stone, W., "Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads-Report No. 3," NISTIR 5246, NIST, August 1993, pp. 1-43.
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12 |
ACI 318M-11. Building Code Requirements for Structural Concrete Andcommentary, Michigan(USA): American Concrete Institute(ACI), Committe 318, Vol. 318, 2011, pp. 299-334.
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13 |
Priestley, M. J. N., "Overview of PRESSS Research Program," PCI Journal, Vol. 36, No. 4, 1991, pp. 50-57.
DOI
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14 |
Choi, H. K., Choi, Y. C., and Choi, C. S., "Development and Testing of Precast Concrete Beam-to-Column Connections," Journal of Engineering Structures, Vol. 53, No. 11, 2013, pp. 1820-1835. (doi: http://dx.doi.org /10.1016/j.engstruct.2013.07.021)
DOI
ScienceOn
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15 |
Seo, S. Y., Lee, L. H., Jin, S. O., and Choi, Y. C., "Evaluation on the Deformation Capacity of RC Frame Structure with Strong Column-Weak Beam," Journal of KSMI, Vol. 7, No. 26, 2003, pp. 225-233.
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16 |
Paulay, T. and Priestley, M. J. N., "Seismic Design of Reinforced Concrete and Masonry Buildings," A Wiley Interscience Publication, 1992, pp. 250-269.
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