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
2013-10
(Vol.25 No.5)
10.4334/JKCI.2013.25.5.529
Journal XML
Export citation
EndNote
XML
PDF
INFO
REF
1
1.Clough, R. and Johnston, S., “Effect of Stiffness Degradation on Earthquake Ductility Requirements,” Transactions of Japan Earthquake Engineering Symposium, Tokyo, 1966, pp. 195-198.
2
2.Giberson, M., The Response of Nonlinear Multi-Story Structures Subjected to Earthquake Excitations, Earthquake Engineering Research Laboratory, Pasadena, 1967.
3
3.Otani, S., “Inelastic Analysis of R/C Frame Structures,” Journal of the Structural Division, Vol. 100, No. 7, 1974, pp. 1433-1449.
4
4.Meyer, C., Roufaiel, M. S., and Arzoumanidis, S. G., “Analysis of Damaged Concrete Frames for Cyclic Loads,” Earthquake Engineering and Structural Dynamics, Vol. 11, Issue 2, 1983, pp. 207-228. (doi: http://dx.doi.org/10.1002/ eqe.4290110205)
5
5.Cho, C. G. and Kwon, M., “Development and Modeling of Frictional Wall Damper and Its Application In R/C Frame Structures,” Earthquake Engineering and Structural Dynamics, Vol. 33, No. 7, 2004, pp. 821-838. (doi: http://dx. doi.org/10.1002/eqe.379)
6
6.Cho, C. G., Ha, G. J., and Kim, Y. Y., “Nonlinear Model of Reinforced Concrete Frames Retrofitted by In-Filled HPFRCC Walls,” Structural Engineering and Mechanics, Vol. 30, No. 2, 2008, pp. 211-223.
7
7.Mari, A. and Scordelis, A., “Nonlinear Geometric Material and Time Dependent Analysis of Three Dimensional Reinforced and Prestressed Concrete Frames,” SESM Report 82-12, Dept. of Civil Engineering, University of California, Berkeley, 1984, 176 pp.
8
8.Spacone, E., “Flexibility-Based Finite Element Models for the Nonlinear Static and Dynamic Analysis of Concrete Frame Structures,” Ph.D Thesis, University of California, Berkeley, 1994, 268 pp.
9
9.Spacone, E., Filippou, F. C., and Taucer, F. F., “Fibre Beam-Column Model for Nonlinear Analysis of R/C Frames: Part I. Formulation,” Earthquake Engineering and Structural Dynamics, Vol. 25, 1996, pp. 711-725.
10
10.Cho, C. G. and Kim, Y. S., “Accurate Algorithm of Nonlinear Force-Based Frame Finite Element,” Journal of Architectural Institute of Korea, Structures & Construction, Vol. 27, No. 3, 2005, pp. 53-60.
11
11.Cho, C. G. and Kwon, M., “Nonlinear Failure Prediction of Concrete Composite Columns by a Mixed Finite Element Formulation,” Engineering Failure Analysis, Vol. 18, Issue 7, 2011, pp. 1723-1734.
12
12.Burgueno, R., “System Characterization and Design of Modular Fiber Reinforced Polymer (FRP) Short-and Medium-Span Bridges,” PhD Thesis, University of California, San Diego, 1999, 587 pp.
13
13.Cho, C. G., Kwon, M., and Spacone, E., “Analytical Model of Concrete-Filled Fiber-Reinforced Polymer Tubes based on Multiaxial Constitutive Laws,” ASCE Journal of Structural Engineering, Vol. 131, No. 9, 2005, pp. 1426-1433. (doi: http://dx.doi.org/10.1061/(ASCE)0733-9445 (2005)131:9(1426))
14
14.Cho, C. G. and Kwon, M., “Prediction of Nonlinear Bending Behavior for FRP Concrete Beams Based on Multi-Axial Constitutive Laws,” Engineering Structures, Vol. 30, Issue 9, 2008, pp. 2311-2320.
15
15.Cho, C. G., “Predictions for Bending and Shear Behaviors of FRP Concrete Composite Structural Members,” Journal of Architectural Institute of Korea, Structures & Construction, Vol. 20, No. 8, 2004, pp. 35-42.
16
16.Cho, C. G. and Kim, Y. Y., “Nonlinear Biaxial Shear Model for Fiber-Reinforced Cementitious Composite Panels,” Journal of the Computational Structural Engineering Institute of Korea, Vol. 22, No. 6, 2009, pp. 597-605.
17
17.Cho, C. G., Han, B. C., Lee, J. H., and Kim, Y. Y., “Flexural Test on Composite Deck Slab Produced with Extruded ECC Panel,” Journal of the Korea Concrete Institute, Vol. 22, No. 5, 2010, pp. 695-702.
18
18.Cho, C. G., Ha. K. J., and Bae, S. H., “Development of Performance-Based Seismic Design of RC Column Using FRP Jacket by Displacement Coefficient Method,” Journal of the Korea Concrete Institute, Vol. 19, No. 4, 2007, pp. 491-497.
19
19.Cho, C. G., “Development of Performance-Based Seismic Design of RC Column Retrofitted by FRP Jacket Using Direct Displacement-Based Design,” Journal of the Earthquake Engineering Society of Korea, Vol. 11, No. 2, 2007, pp. 105-113.
20
20.Cho, C. G. and Kim, Y. Y., “Displacement-Based Seismic Design of Reinforced Concrete Columns Strengthened by FRP Jackets Using a Nonlinear Flexural Model,” Computers and Concrete, Vol. 6, No. 2, 2009, pp. 95-108.
21
21.Saenz, L. P., “Discussion of Equation for the Stress-Strain Curve of Concrete by Desayi and Krishman,” Journal of American Concrete Institute, Vol. 61, 1964, pp. 1229-1235.
22
22.Kupfer, H. B. and Gerstle, K. H., “Behavior of Concrete under Biaxial Stresses,” Journal of Engineering Mechanics Division, Vol. 99, No. 4, 1973, pp. 852-866.
23
23.Zhu, Z., “Joint Construction and Seismic Performance of Concrete-filled Fiber Reinforced Polymer Tubes,” Ph.D Thesis, North Carolina State University, Raleigh, North Carolina, 2004, 215 pp.