Development of a novel self-centering buckling-restrained brace with BFRP composite tendons |
Zhou, Z.
(University, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education)
He, X.T. (University, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education) Wu, J. (University, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education) Wang, C.L. (University, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education) Meng, S.P. (University, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education) |
1 | Fahnestock, L.A., Sause, R. and Ricles, J.M. (2007), "Seismic response and performance of buckling-restrained braced frames", J. Strut. Eng., 133(9), 1195-1204. DOI ScienceOn |
2 | Christopoulos, C., Tremblay, R., Kim, H.J. and Lacerte, M. (2008), "Self-Centering energy dissipative bracing system for the seismic resistance of structures: development and validation", J. Strut. Eng., 134(1), 96-107. DOI ScienceOn |
3 | Chou, C.C., Chen, Y.C., Pham, D.H. and Truong, V.M. (2012), "Experimental and analytical validation of steel dual-core self-centering braces for seismic-resisting structures", The 9th International Conference on Urban Earthquake Engineering, Tokyo, March. |
4 | Dolce, M. and Cardone, D. (2006), "Theoretical and experimental studies for the application of shape memory alloys in civil engineering", J. Eng. Mater. Technol - T. ASME, 128(3), 302-311. DOI |
5 | Garlock, M., Ricles, J.M. and Sause, R. (2005), "Experimental studies of full-scale post-tensioned steel connections", J. Struct. Eng., 131(3), 438-448. DOI |
6 | Kiggins, S. and Uang, C.M. (2006), "Reducing residual drift of buckling-restrained braced frames as a dual system", Eng. Struct., 28(11), 1525-1532. DOI ScienceOn |
7 | Park, J., Lee, J. and Kim, J. (2012), "Cyclic test of buckling restrained braces composed of square steel rods and steel tube", Steel Compos. Struct., Int. J., 13(5), 423-436. DOI |
8 | Garlock, M., Sause, R. and Ricles, J.M. (2007), "Behavior and design of posttensioned steel frame systems", J. Struct. Eng., 133(3), 389-399. DOI |
9 | Mazzoni S., McKenna F., Scott M.H. and Fenves G.L. (2009), Open system for earthquake engineering simulation (OpenSees), User command language manual, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA. |
10 | Miller, D.J., Fahnestock, L.A. and Eatherton, M.R. (2011), "Self-centering buckling-restrained braces for advanced seismic performance", Proceedings of ASCE Conference, USA. |
11 | Sabelli, R, Mahin, S.A. and Chang, C. (2003), "Seismic demands on steel braced-frame buildings with buckling-restrained braces", Eng. Struct., 25(5), 655-666. DOI ScienceOn |
12 | Tsai, K.C., Lai, J.W., Hwang, Y.C., Lin, S.L. and Weng, C.H. (2004), "Research and application of double-core buckling restrained braces in Taiwan", 13th World Conference on Earthquake Engineering, Vancouver, Canada, November. |
13 | Wu, J., Liang, R.J., Wang, C.L. and Ge, H.B. (2012), "Restrained buckling behavior of core component In buckling-restrained braces", Adv. Steel. Constr., 8(3), 212-225. |
14 | Zhu, S.Y. and Zhang, Y.F. (2008), "Seismic analysis of concentrically braced frame systems with self-centering friction damping braces", J. Struct. Eng., 134(1), 121-131. DOI ScienceOn |
15 | Wang, C.L., Usami, T. and Funayama, J. (2012), "Evaluating the influence of stoppers on the low-cycle fatigue properties of high-performance buckling-restrained braces", Eng. Struct., 41, 167-176 DOI |