Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Alam, M. S., Moni, M. and Tesfanaruan, S. (2012). "Seismic overstrength and ductility of concrete buildings reinforced with superelastic shape memory alloy rebar." Journal of Engineering Structures, Vol. 34, pp. 8-20.DOI
2 
American Institute of Steel Construction (AISC) (2001). Manual of steel construction, load and resistance factor design (LRFD), 3rd Ed., Chicago, Illinois, United States of America.
3 
American Society of Civil Engineers (ASCE) (2006). Minimum design loads for buildings and other structures, ASCE/SEI Standard 7-05, Reston, Virginia, United States of America.
4 
Ban, W. H. (2020). Seismic performance evaluation of recentering braced frame structures using superelastic shape memory alloys, M.Sc. Thesis, Incheon National University (in Korean).DOI
5 
Ban, W. H. and Hu, J. W. (2020). "Seismic performance evaluation of recentering braced frame structures using superelastic shape memory alloys: Nonlinear static analysis." Journal of Korean Society for Advanced Composite Structures, Vol. 11, No. 2, pp. 7-14 (in Korean).DOI
6 
DesRoches, R., McCormick, J. and Delemont, M. (2004). "Cyclic properties of superelastic shape memory alloy wires and bars." Journal of Structural Engineering, Vol. 130, No. 1, pp. 38-46.DOI
7 
Hu, J. W. (2013). "Seismic behavior and performance evaluation of uckling-restrained braced frames (BRBFs) using superelastic shape memory alloy (SMA) bracing systems." Journal of the Korean Society of Civil Engineers, KSCE, Vol. 33, No. 3, pp. 875-888 (in Korean).DOI
8 
Hu, J. W., Choi., D. H. and Kim, D. K. (2012). "Inelastic behavior of smart recentering buckling restrained braced frames with superelastic shape memory alloy bracing systems." Journal of Mechanical Engineering Science, Vol. 227, No. 4, pp. 806-818.DOI
9 
Hu, J. W. and Park, J. W. (2014). "Optimum design and structural application of the bracing damper system by utilizing friction energy dissipation and self-centering capability." Journal of The Korean Society of Civil Engineers, KSCE, Vol. 34, No. 2, pp. 377-387 (in Korean).DOI
10 
Kersting, R. A., Fahnestock, L. A. and López W. A. (2015). NEHRP seismic design technical brief no. 11 - seismic design of steel buckling-restrained braced frames: A guide for practicing engineers, Journal of Research of the National Institute of Standards and Technology, Report No. 15-917-34 (in Korean).DOI
11 
McCormick, J., DesRoches, R., Fugazza, D. and Auricchio, F. (2007). "Seismic assessment of concentrically braced steel frames with shape memory alloy braces." Journal of Structural Engineering, Vol. 133, No. 6, pp. 862-870.DOI
12 
Open System for Earthquake Engineering Simulation (2009). OpenSees 2.1.0, Pacific Earthquake Engineering Research Center (PEER), University of California, Berkeley, United States of America, Available: https://opensees.berkeley.edu (Accessed: February 15, 2020).
13 
OSHPD Seismic Design Maps (2019). Structural engineers association of california (SEOAC), Sacramento, United States of America, Available: https://seismicmaps.org (Accessed: February 15, 2020).
14 
Program for Seismic Response Analysis of Single-Degree-of-Freedom Systems (2010). PRISM 2.0.1, Department of Architectural Engineering, INHA University, Republic of Korea.
15 
Yeon, Y. M., Hong, K. N. and Shim, W. B. (2020), "Long-term behavior of reinforced concrete beams strengthened with near-surface mounted fe-based shape memory alloy strips." Journal of the Korean Society for Advanced Composite Structures, Vol. 11, No. 1, pp. 11-17 (in Korean).DOI