Mobile QR Code QR CODE
Export citation EndNote

References

1 
ACI Committee 318 , 2002, Building Code Requirements for Reinforced Concrete (ACI 318-02) and Commentary (ACI 318R-02), Farmington Hills, MI; American Concrete Institute (ACI), pp. 323-324Google Search
2 
ACI Committee 318 , 2008, Building Code Requirements for Reinforced Concrete (ACI 318-08) and Commentary (ACI 318R-08), Farmington Hills, MI; American Concrete Institute (ACI), pp. 347-349Google Search
3 
ACI Committee 318 , 2011, Building Code Requirements for Reinforced Concrete (ACI 318-11) and Commentary (ACI 318R-11), Farmington Hills, MI; American Concrete Institute (ACI), pp. 354-356Google Search
4 
ACI Committee 318 , 2014, Building Code Requirements for Reinforced Concrete (ACI 318-14) and Commentary (ACI 318R-14), Farmington Hills, MI; American Concrete Institute (ACI), pp. 289-292Google Search
5 
ACI Innovation Task Group 1 , 2001, Acceptance Criteria for Moment Frames Based on Structural Testing (ACI T1.1-01), Farmington Hills, MI; American Concrete Institute (ACI)Google Search
6 
ACI Innovation Task Group 1 , 2003, Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post- Tensioned Concrete Members (T1.2-03) and Commentary (T1.2R-03), Farmington Hills, MI; American Concrete Institute (ACI)Google Search
7 
ACI-ASCE Committee 550 , 2001, Guide to Emulating Cast- in-place Detaiing for Seismic Design of Precast Concrete Structures (ACI 550.1R-01), Farmington Hills, MI; American Concrete Institute (ACI).Google Search
8 
AIK , 1992, Precast Concrete Prefabricated Building Design Code, Seoul, Korea; Architectural Institute of Korea (AIK), pp. 127-137. (In Korean)Google Search
9 
AIK , 2016, Korean Building Code 2016 (KBC 2016), Seoul, Korea; Architectural Institute of Korea (AIK), pp. 225-227. (In Korean)Google Search
10 
AIK , 2010, Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10), Reston, VA; American Society of Civil Engineers (ASCE)Google Search
11 
Billington S. L., Yoon J. K., 2004, Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-reinforced Concrete, Journal of Bridge Engineering, Vol. 9, No. 4, pp. 353-363DOI
12 
Choi H. K., Choi Y. C., Choi C. S., 2010, Hysteretic Behavior and Seismic Resistant Capacity of Precast Concrete Beam-to-column Connections, Journal of the Earthquake Engineering Society of Korea, Vol. 14, No. 4, pp. 61-71. (In Korean)DOI
13 
FEMA , 1994, NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Washington, D.C.; Federal Emergency Management Agency (FEMA), pp. 362Google Search
14 
FEMA , 2000, NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Washington, D.C.; Federal Emergency Management Agency (FEMA), pp. 446Google Search
15 
Ghosh S. K., 2000, Changes Under Development in Concrete Related Seismic Code Provisions, PCI Journal, Vol. 45, No. 1, pp. 92-94Google Search
16 
Ghosh S. K., 2001, A Necessary Change in the Seismic Design Provisions of the 2000 IBC, PCI Journal, Vol. 46, No. 4, pp. 76-81Google Search
17 
Ghosh S. K., 2004, Update on the NEHRP Provisions: The Resource Document for Seismic Design, PCI Journal, Vol. 10, No. 4, pp. 96-102Google Search
18 
Ghosh S. K., Dowty S., 2003, The Seismic Design Provisions of the 2003 Edition of the International Building Code, PCI Journal, Vol. 48, No. 3, pp. 92-95Google Search
19 
Ghosh S. K., Hawkins N. M., 2001, Seismic Design Provisions for Precast Concrete Structures in ACI 318, PCI Journal, Vol. 46, No. 1, pp. 28-32Google Search
20 
Hawkins N. M., Ghosh S. K., 2000a, Proposed Revisions to 1997 NEHRP Recommended Provisions for Seismic Regulations for Precast Concrete Structures. Part 1-Introduction, PCI Journal, Vol. 45, No. 3, pp. 74-77Google Search
21 
Hawkins N. M., Ghosh S. K., 2000b, Proposed Revisions to 1997 NEHRP Recommended Provisions for Seismic Regulations for Precast Concrete Structures. Part 2-Seismic- force-resisting Systems, PCI Journal, Vol. 45, No. 5, pp. 34-44Google Search
22 
Hewes J. T., Priestley M. N., 2002, Seismic Design and Performance of Precast Concrete Segmental Bridge Columns (No. SSRP-2001/25), La Jolla, CA; University of California, San DiegoGoogle Search
23 
Holden T., Restrepo J., Mander J. B., 2003, Seismic Performance of Precast Reinforced and Prestressed Concrete Walls, Journal of Structural Engineering, Vol. 129, No. 3, pp. 286-296DOI
24 
KCI , 2017, KCI Model Code 2017, Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI), pp. 420Google Search
25 
Lee Y. H., Kim M. S., Jung B. N., Kim H. C., Kim K. S., 2009, Experimental Study on Structural Behavior of Joints for Precast Concrete Segment, Journal of the Earthquake Engineering Society of Korea, Vol. 13, No. 6, pp. 59-65. (In Korean)DOI
26 
PCI Industry Handbook Committee , 2010, PCI Design Handbook. 7th edition, Chicago, IL; Precast/Prestressed Concrete Institute (PCI), pp. 50Google Search