JKCI
Journal of
the Korea Concrete Institute
KCI
Contact
Open Access
Bi-monthly
ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
http://www.jkci.or.kr/jkci
Mobile QR Code
Journal of the Korea Concrete Institute
ISO Journal Title
J Korea Concr Inst.
SCOPUS
KCI Accredited Journal
Main Menu
Main Menu
저널소개
About Journal
최근호
Current Issue
논문집
All Issues
목적 및 범위
Aims and Scope
편집위원회
Editorial Board
논문투고안내
Instructions to Authors
출판정책
Publishing Policies
연락처
Contact Info
논문투고
Online-Submission
Journal Search
Home
All Issues
2021-06
(Vol.33 No.3)
10.4334/JKCI.2021.33.3.253
Journal XML
Export citation
EndNote
XML
PDF
INFO
REF
References
1
Aboutaha R. S., Engelhardt M. D., Jirsa J. O., Kreger M. E., 1996, Retrofit of Concrete Columns with Inadequate Lap Splices by the Use of Rectangular Steel Jackets, Earthquake Spectra, Vol. 12, No. 4, pp. 693-714
2
Bae S. J., Bayrak O., 2008, Plastic Hinge Length of Reinforced Concrete Columns, ACI Structural Journal, Vol. 105, No. 3, pp. 290-300
3
Cho J. Y., Pincheira J. A., 2006, Inelastic Analysis of Reinforced Concrete Columns with Short Lap Splices Subjected to Reversed Cyclic Loads, ACI Structural Journal, Vol. 103, No. 2, pp. 280-290
4
Choi S. W., 2015, Calculation of Plastic Hinge Length in RC Members Using a Parabola-Rectangular Stress-Strain Relationship, KCI 2015 Spring Conference. 13-15 May 2015. Gwangju, Korea; Korea Concrete Institute (KCI), Vol. 27, No. 1, pp. 191-192
5
Choi S. W., Kim W., 2010, Evaluation of Plastic Capacity Based on Material Characteristics in Reinforced Concrete Flexural Members, Journal of the Korea Concrete Institute, Vol. 22, No. 6, pp. 825-832
6
Darwin D., Zuo J., 2000, Splice Strength of Conventional and High Relative Rib Area Bars in Normal and High- Strength Concrete, ACI Structural Journal, Vol. 97, No. 4, pp. 630-641
7
Darwin D., Tholen M. L., Idun E. K., Zuo J., 1995, Splice Strength of High Relative Rib Area Reinforcing Bars, SL Report 95-3, university of kansas center for research
8
Hawkins N. M., Lin I., 1979, Bond Characteristics of Reinforcing Bars for Seismic Loadings, Proceedings, Third Canadian Conference on Earthquake Engineering 2, Montreal, Canada, June, pp. 1225-1234
9
Hawkins N. M., Lin I., Ueda T., 1987, Anchorage of Reinforcing Bars for Seismic Forces, ACI Structural Journal, Vol. 84, No. 5, pp. 407-418
10
Kim T. H., 2018, Seismic Performance Assessment of Hollow Reinforced Concrete Bridge Columns Using an Extended Damage Index, Journal of the Korea Concrete Institute, Vol. 30, No. 2, pp. 167-177
11
Kim T. H., Shin H. M., 2000, Analytical Study on Discontinuous Displacement in Reinforced Concrete Column- Footing Joint under Earthquake, Journal of the Korea Concrete Institute (In Korean), Vol. 12, No. 6
12
Kim T. H., Hong H. K., Chung Y. S., Shin H. M., 2009, Seismic Performance Assessment of Reinforced Concrete Bridge Columns with Lap Splices Using Shaking Table Tests, Magazine of Concrete Research, Vol. 61, No. 9, pp. 705-719
13
Kim T. H., Kim B. S., Chung Y. S., Shin H. M., 2006, Seismic Performance Assessment of Reinforced Concrete Bridge Piers with Lap Splices, Engineering Structures, Vol. 28, No. 6, pp. 935-945
14
Kim T. H., Kim Y. J., Kang H. T., Shin H. M., 2007, Performance Assessment of Reinforced Concrete Bridge Columns Using a Damage Index, Canadian Journal of Civil Engineering, Vol. 34, No. 7, pp. 843-855
15
Kim T. H., Lee S. C., Shin H. M., 2001, Analytical Study on Fatigue Behavior of Reinforced Concrete Bridge Piers under Earthquake, Journal of the Korea Concrete Institute (In Korean), Vol. 13, No. 4, pp. 389-396
16
Lee D. G., Park C. H., 1993, Plastic Hinge Model with Gravity Load Effects, Proceedings of the Korean Society of Civil Engineers(In Korean), pp. 33-37
17
Lynn A. C., Moehle J. P., Mahin S. A., Holmes W. T., 1996, Seismic Evaluation of Existing Reinforced Concrete Building Columns, Earthquake Spectra, Vol. 12, No. 4, pp. 715-739
18
Mander J. B., Panthaki F. D., Kasalanati K., 1994, Low- Cycle Fatigue Behavior of Reinforcing Steel, Journal of Materials in Civil Engineering, Vol. 6, No. 4, pp. 453-468
19
Mander J. B., Priestley M. J. N., Park R., 1988, Theoretical Stress-strain Model for Confined Concrete, Journal of Structural Engineering, Vol. 114, No. 8, pp. 1804-1826
20
Melek M., Wallace J. W., 2004, Cyclic Behavior of Columns with Short Lap Splices, ACI Structural Journal, Vol. 101, No. 6, pp. 802-811
21
Okamura H., Maekawa K., 1991, Nonlinear Analysis and Constitutive Models Reinforced Concrete, Gibodang
22
Park J. W., Woo J. H., Kim B. I., Lee J. Y., 2010, Plastic Hinge Length of Reinforced Concrete Columns with Low Height-to-Width Ratio, Journal of the Korea Concrete Institute(In Korean), Vol. 22, No. 5, pp. 675-684
23
Park R., 1988, Ductility Evaluation from Laboratory and Analytical Testing, Proceedings of the Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, Balkema, Rotterdam, Vol. 7, pp. 605-616
24
Paulay T., 1982, Lapped Splices in Earthquake -Resisting Columns, ACI Structural Journal, Vol. 79, No. 6, pp. 458-469
25
Sivakumar V. E., Gergely P., White R. N., 1982, Behavior and Design of R/C ‘Column-Type’ Lapped Splices under Inelastic Cyclic Loading, Report No. 82-11, Department of Structural Engineering, Cornell University, Ithaca
26
Song H. J., Rhee S. H., Kim D. J., 2018, Plastic Hinge Modeling Based on Lumped Plasticity Using a Generalized Finite Element Method, Journal of the Computational Structural Engineering Institute of Korea(In Korean), Vol. 31, No. 6, pp. 381-388
27
Taylor R. L., 2000, FEAP - A Finite Element Analysis Program, Version 7.2, Users Manual, Volume 1 and Volume 2
28
Tocci A. D., Gergely P., White R. N., 1981, The Behavior and Strength of Lapped Splices in R/C Beams Subjected to Cyclic Loading, Report No. 81-1, Department of Structural Engineering, Cornell University, Ithaca