1 |
Aiken, I.D., Mahin, S.A. and Uriz, P.R. (2002), "Large-scale testing of buckling-restrained braced frames", Proceedings of the Japan Passive Control Symp., Tokyo Institute of Technology, Japan.
|
2 |
ANSI/AISC 341-10 (2010), Seismic provisions for structural steel buildings, American Institute of Steel Construction, Chicago, IL.
|
3 |
Benzoni, G. and Innamorato, D. (2007), Star Seismic brace tests mercy San Juan hospital project, Report No. SRMD-2007/05-rev2, University of California, San Diego, CA.
|
4 |
Black, C.J., Makris, N. and Aiken, I.D. (2004), "Component testing, seismic evaluation and characterization of buckling-restrained braces", J. Struct. Eng., ASCE, 130(6), 880-894.
DOI
|
5 |
Chao, S.H., Karki, N.B. and Sahoo, D.R. (2013), "Seismic behavior of steel buildings with hybrid braced frames", J. Struct. Eng., ASCE, 139(6), 1019-1032.
DOI
|
6 |
Chen, C.C., Chen, S.Y. and Liaw, J.J. (2001), "Application of low yield strength steel on controlled plastification ductile concentrically braced frames", Can. J. Civ. Eng., 28(5), 823-836.
DOI
|
7 |
Chou, C.C., Liu, J.H. and Pham, D.H. (2012), "Steel buckling-restrained braced frames with single and dual corner gusset connections: seismic tests and analyses", Earthq. Eng. Struct. Dyn., 41(7), 1137-1156.
DOI
|
8 |
Clark, P., Aiken, I., Kasai, K., Ko, E. and Kimura, I. (1999), "Design procedures for buildings incorporating hysteretic damping devices", Proceedings of 1999 Annual Convention of the Structural Engineers Association of California (SEAOC), Santa Barbara, California.
|
9 |
Daniels, M. (2011), "Towards characteristic over strength curves for buckling-restrained braces", Proceedings of 2011 Annual Convention of the Structural Engineers Association of California, Santa Barbara, California.
|
10 |
Eryasar, M.J. and Topkaya, C. (2010), "An experimental study on steel-encased buckling-restrained brace hysteretic dampers", Earthq. Eng. Struct. Dyn., 39(5), 561-581.
|
11 |
Fahnestock, L.A., Sause, R. and Ricles, J.M. (2007), "Seismic response and performance of bucklingrestrained braced frames", J. Struct. Eng., ASCE, 133(9), 1195-1204.
DOI
|
12 |
FEMA-450 (2003), NEHRP Recommended Provisions for Seismic Regulations for New buildings and Other Structures, Part 1-Provisions, Federal Emergency Management Agency, Washington, DC.
|
13 |
FEMA 356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, DC.
|
14 |
Gheidi, A., Mirtaheri, M., Zandi, A.P. and Alanjari, P. (2011), "Effect of filler material on local and global behaviour of buckling-restrained braces", Struct. Des. Tall Spec. Build., 20(6), 700-710.
DOI
|
15 |
Ghowsi, A.F. and Sahoo, D.R. (2013), "Seismic performance of buckling-restrained braced frames with varying beam-column connections," Int. J. Steel Struct., 13(4), 607-621.
DOI
|
16 |
Iwata, M. and Murai, M. (2006), "Buckling-restrained brace using steel mortar planks: Performance evaluation as a hysteretic damper", Earthq. Eng. Struct. Dyn., 35(14), 1807-1826.
DOI
|
17 |
Lai, J.W. and Tsai, K.C. (2001), A study of buckling-restrained braced frames, Report No. CEER/R90-07, Center for Earthquake Engineering Research, National Taiwan University, Taiwan. (in Chinese)
|
18 |
Iwata, M., Kato, T. and Wada, A. (2003), "Performance evaluation of buckling-restrained braces in damagecontrolled structures: Behavior of steel structures in seismic area", Proceedings of the 4th International Conference, Behavior of steel structures in seismic areas (STESSA), Naples, Italy.
|
19 |
Ju, Y.K., Kim, M.H., Kim, J. and Kim, S.D. (2009), "Component tests of buckling-restrained braces with unconstrained length", Eng. Struct., 31(2), 507-516.
DOI
|
20 |
Kim, D.W., Sim, H.B., Uang, C.M. and Benzoni, G. (2010), Subassemblage testing of core-brace bucklingrestrained braces (H Series), Report No. TR-09/01, University of California, San Diego, CA.
|
21 |
Merritt, S., Uang, C.M. and Benzoni, G. (2003), Subassemblage testing of core brace buckling-restrained braces, Report No. TR-2003/01, Dept. of Struct. Eng., University of California at San Diego, USA.
|
22 |
Newell, J., Uang, C.M. and Benzoni, G. (2005), Subassemblage testing of core-brace buckling-restrained braces (F Series), Report No. TR-05/01, University of California, San Diego, CA.
|
23 |
Pandikkadavath, M.S. and Sahoo, D.R. (2013), "Seismic performance of steel frame structures with hybrid concentrically brace systems", Proceedings of the International Conference on rehabilitation and restoration of structures, Chennai, India.
|
24 |
Razavi, S.A., Mirghaderi, S.R., Hosseini, A. and Shemshadian, M.E. (2012), "Reduced length buckling restrained brace with steel plates as restraining segment", Proceedings of the 13th World Confernece Earthquakes Engineering, Lisboa.
|
25 |
Tsai, K.C. and Hsiao, P.C. (2008), "Pseudo-dynamic test of a full-scale CFT/BRB frame-part II: Seismic performance of buckling-restrained braces and connection", Earthq. Eng. Struct. Dyn., 37(7), 1099-1115.
DOI
|
26 |
Romero, P., Revelry, L., Miller, P. and Okahashi, T. (2003), Full-scale testing of WC Series bucklingrestrained braces, Dept. of Civil and Env. Eng., University of Utah, USA.
|
27 |
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
|
28 |
Tremblay, R., Bolduc, P., Neville, R. and Devall, R. (2006), "Seismic testing and performance of bucklingrestrained bracing systems", Can. J. Civ. Eng., 33(2), 183-198.
DOI
|
29 |
Uang, C.M., Nakashima, M. and Tsai, K.C. (2004), "Research and application of buckling-restrained braced frames", Int. J. Steel Struct., 4(4), 301-313.
|
30 |
Watanabe, A., Hitomi, Y., Saeki, E., Wada, A. and Fujimoto, M. (1988), "Properties of brace encased in buckling-restrained concrete and steel tube", Proceedings of the 9th World Conf. on Earth. Eng., Tokyo, Japan.
|
31 |
Wu, A.C., Lin, P.C. and Tsai, K.C. (2014), "High-mode buckling responses of buckling restrained brace core plates", Earthq. Eng. Struct. Dyn., 43(3), 375-393.
DOI
|
32 |
Xie, Q. (2005), "State of the art buckling-restrained braces in Asia", J. Const. Steel Res., 61(6), 727-748.
DOI
|
33 |
Zhao, J., Wu, B. and Ou, J. (2011), "A novel type of angle steel buckling-restrained brace: Cyclic behavior and failure mechanism", Earthq. Eng. Struct. Dyn., 40(10), 1083-1102.
DOI
|