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
2018-02
(Vol.30 No.1)
10.4334/JKCI.2018.30.1.039
Journal XML
Export citation
EndNote
XML
PDF
INFO
REF
1
American Concrete Institute (2014) Building code requirements for reinforced concrete (ACI 318). Michigan, USA: Farmington Hills.
2
Chalioris C. E. (2006) Experimental Study of the Torsion of Reinforced Concrete Members. Structural Engineering and Mechanics 23(6), 713-737.
3
Chiu H. J., Fang I. K., Young W. T., and Shiau J. K. (2007) Behavior of Reinforced Concrete Beamswith Minimum Torsional Reinforcement. Engineering Structures 29(9), 2193-2205.
4
Hsu, T. T. (1968) Torsion of Structural Concrete-behavior of Reinforced Concrete Rectangular Members. Special Publication 18, 261-306.
5
Kim J. S., Kwon M. H., Seo, H. S., and Lim, J. H. (2015) Experimental Study of Torsional Strength of RC Beams Constructed with HPFRC Composite Mortar. Construction and Building Materials 91, 9-16.
6
Korea Concrete Institute (2012) Concrete Design Code, Kimoon-dang Publishing Company, Seoul.
7
Kwon M. H., Seo, H. S., Lim, J. H., and Kim J. S. (2016) Development of Numerical Analysis Model for Steel Frame Joint with Welding Joint Part. Journal of the Korean Society for Advanced Composite Structures 7(4), 56-61. (In Korean)
8
Kwon M. H., Seo, H. S., Lim, J. H., and Kim, J. S. (2013) Analysis of Nonlinear Torsional Behavior for High Strength Reinforced Concrete Structure Using 3-Dimensional Lattice Model. Journal of the Korea Concrete Institute 25(1), 29-36. (In Korean)
9
Lee, J. Y., Kim, S. W., and Kim, J. H. (2008) Torsional Strength and Failure Modes of Reinforced Concrete Beams Subjected to Pure Torsion. Journal of the Korea Concrete Institute 20(4), 503-511. (In Korean)
10
Lim, J. H., Kwon, M. H., Seo, H. S., and Kim, J. S. (2015) Performance Evaluation of Steel Frame with FRP Composites Panel According to Guide System. Journal of the Korean Society for Advanced Composite Structures 6(2), 46-51. (In Korean)
11
Lopesa S. M. R. and Bernardo L. F. A. (2009) Twist Behavior of High-strength Concrete Hollow Beams - Formation of Plastic Hinges Along the Length. Engineering Structures 31(1), 138-149.
12
McMullen, A. E. and Rangan, B. V. (1978) Pure Tension in Rectangular Sections-A Re-Examination. In Journal Pro-ceedings 75(10), 511-519.
13
Peng X. N. and Wong Y. L. (2011) Behavior of Reinforced Concrete Walls Subjected to Monotonic Pure Torsion- Experimental Study. Engineering Structures 33(9), 2495-2508.
14
Rao, T. G. and Seshu, D. R. (2006) Torsional Response of Fibrous Reinforced Concrete Members: Effect of Single Type of Reinforcement. Construction and Building Materials 20, 187-192.
15
Yang, I. H., Joh, C. B., Lee, J. W., and Kim, B. S. (2014) Characteristics of Structural Behavior of Steel Fiber Reinforced Ultra High Performance Concrete Beams Subjected to Torsion. Journal of the Korea Concrete Institute 26(1), 87-95. (In Korean)
16
Yoon, S. K., Lee, S. C., Lee, D. H., and Lee, J. Y. (2014). Failure Modes of RC Beams with High Strength Reinforcement. Journal of the Korea Concrete Institute 26(2), 143-150. (In Korean)