1 |
Veismoradi, S., Amiri, G.G. and Darvishan, E. (2016), "Probabilistic seismic assessment of buckling restrained braces and yielding brace systems", Int. J. Steel Struct., 16(3), 831-843.
DOI
|
2 |
Yang, Y., Liu, R., Xue, Y. and Li, H. (2017), "Experimental study on seismic performance of reinforced concrete frames retrofitted with eccentric buckling-restrained braces (BRBs)", Earthq. Struct., 12(1), 79-89.
DOI
|
3 |
Asgarian, B., Golsefidi, E.S. and Shokrgozar, H.R. (2016), "Probabilistic seismic evaluation of buckling restrained braced frames using DCFD and PSDA methods", Earthq. Struct., 10(1), 105-123.
DOI
|
4 |
Assaleh, K., AlHamaydeh, M. and Choudhary, I. (2015), "Modeling nonlinear behavior of Buckling-Restrained Braces via different artificial intelligence methods", Appl. Soft Comput., 37, 923-938.
DOI
|
5 |
Bazaez, R. and Dusicka, P. (2016), "Cyclic behavior of reinforced concrete bridge bent retrofitted with buckling restrained braces", Eng. Struct., 119, 34-48.
DOI
|
6 |
Bosco, M., Marino, E. and Rossi, P. (2015), "Design of steel frames equipped with BRBs in the framework of Eurocode 8", J. Constr. Steel Res., 113, 43-57.
DOI
|
7 |
Brunesi, E., Nascimbene, R. and Casagrande, L. (2016), "Seismic analysis of high-rise mega-braced frame-core buildings", Eng. Struct., 115, 1-17.
DOI
|
8 |
Choi, H. and Kim, J. (2006), "Energy-based seismic design of buckling-restrained braced frames using hysteretic energy spectrum", Eng. Struct., 28(2), 304-311.
DOI
|
9 |
Fahnestock, L.A., Sause, R., Ricles, J.M. and Lu, L.W. (2003), "Ductility demands on buckling-restrained braced frames under earthquake loading", Earthq. Eng. Eng. Vib., 2(2), 255-268.
DOI
|
10 |
Fan, H., Li, Q., Tuan, A.Y. and Xu, L. (2009), "Seismic analysis of the world's tallest building", J. Constr. Steel Res., 65(5), 1206-1215.
DOI
|
11 |
Flogeras, A.K. and Papagiannopoulos, G.A. (2017), "On the seismic response of steel buckling-restrained braced structures including soil-structure interaction", Earthq. Struct., 12(4), 469-478.
DOI
|
12 |
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
|
13 |
Guerrero, H., Ji, T., Teran-Gilmore, A. and Escobar, J.A. (2016), "A method for preliminary seismic design and assessment of low-rise structures protected with buckling-restrained braces", Eng. Struct., 123, 141-154.
DOI
|
14 |
Jia, M., Zhang, S. and Lu, D. (2010), "Stability performance of buckling-restrained brace with brace joints", Transactions of Tianjin Univ., 16(2), 81-88.
DOI
|
15 |
Khampanit, A., Leelataviwat, S., Kochanin, J. and Warnitchai, P. (2014), "Energy-based seismic strengthening design of non-ductile reinforced concrete frames using buckling-restrained braces", Eng. Struct., 81, 110-122.
DOI
|
16 |
Kim, J. and Lee, Y.H. (2010), "Seismic performance evaluation of diagrid system buildings", Struct. Des. Tall Spec. Build., 21(10), 736-749.
DOI
|
17 |
Lee, D.K., Starossek, U. and Shin, S.M. (2010), "Optimized topology extraction of steel-framed DiaGrid structure for tall buildings", Int. J. Steel Struct., 10(2), 157-164.
DOI
|
18 |
Levene, D. (2014), The Guardian. [Online] Available at: https://www.theguardian.com/business/2014 /aug/13/london-office-evolution-lloyds-leadenhall-cheesegrater [Accessed 13 08 2014].
|
19 |
Ghowsi, A.F. and Sahoo, D.R. (2015), "Performance of medium-rise buckling-restrained braced frame under near field earthquakes", Adv. Struct. Eng., 2, 841-854.
|
20 |
Lopez-Almansa, F., Castro-Medina, J. and Oller, S. (2012), "A numerical model of the structural behavior of buckling-restrained braces", Eng. Struct., 41, 108-117.
DOI
|
21 |
Lu, X., Xie, L., Yu, C. and Lu, X. (2016), "Development and application of a simplified model for the design of a super-tall mega-braced frame-core tube building", Eng. Struct., 110, 116-126.
DOI
|
22 |
Midorikawa, M. et al. (2012), "Cyclic behaviour of buckling-restrained braces using steel mortar planks; Buckling mode number and strength ratio", Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
|
23 |
Mazloom, M. (2007), "Comparing static linear and nonlinear analyses of safe rooms in a poor performance masonry building", Proceedings of the 6th International Conference on Earthquake Resistant Engineering Structures Bologna, Italy, June.
|
24 |
Mazloom, M. (2008), "Pushover, response spectrum and time history analyses of safe rooms in a poor performance masonry building", Proceedings of the Seismic Engineering International Conference, Messina and Reggio Calabria, Italy, July.
|
25 |
Mazzolani, F.M., Corte, G.D. and D'Aniello, M. (2009), "Experimental analysis of steel dissipative bracing systems for seismic upgrading", J. Civil Eng. Management, 15(1), 7-19.
DOI
|
26 |
Moon, K.S., Connor, J.J. and Fernandez, J.E. (2007), "Diagrid structural systems for tall buildings: characteristics and methodology for preliminary design", Struct. Des. Tall Special Build., 16(2), 205-230.
DOI
|
27 |
Moon, K.S. (2012), "Sustainable design of diagrid structural systems for tall nuildings", Int. J. Sustainable Building Technology and Urban Development, 2(1), 37-42.
DOI
|
28 |
Newell, J., Uang, C.M. and Benzoni, G. (2006), "Subassemblage testing of corebrace buckling-restrained braces (G SERIES)", San Diego: Department of Structural Engineering, University of California, San Diego .
|
29 |
Piedrafita, D., Cahis, X., Simon, E. and Comas, J. (2015), "A new perforated core buckling restrained brace", Eng. Struct., 85, 118-126.
DOI
|
30 |
Piedrafita, D., Maimi, P. and Cahis, X. (2015), "A constitutive model for a novel modular all-steel buckling restrained brace", Eng. Struct., 100, 326-331.
DOI
|
31 |
Takeuchi, T., Ida, M., Yamada, S. and Suzuki, K. (2008), "Estimation of cumulative deformation capacity of buckling restrained braces", J. Struct. Eng., 134(5), 822-831.
DOI
|
32 |
Smith, B.S. and Coull, A. (1991), Tall Building Structures: Analysis and Design, John Wiley & Sons, New York.
|
33 |
Sutcu, F., Takeuchi, T. and Matsui, R. (2014), "Seismic retrofit design method for RC buildings using buckling-restrained braces and steel frames", J. Constr. Steel Res., 101, 304-313.
DOI
|
34 |
Tabatabaei, S.A.R., Mirghaderi, S.R. and Hosseini, A. (2014), "Experimental and numerical developing of reduced length buckling-restrained braces", Eng. Struct., 77, 143-160.
DOI
|
35 |
Takeuchi, T., Ozaki, H., Matsui, R. and Sutcu, F. (2013), "Out-of-plane stability of buckling-restrained braces including moment transfer capacity", Earthq. Eng. Struct. D., 43(6), 851-869.
DOI
|
36 |
Tsai, K.C., Lin, P.C., Tsai, C.Y. and Wu, A.C. (2014), "Pseudo-dynamic performance evaluation of full Scale seismic steel braced frames using buckling-restrained and in-plane buckling braces", Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society, 32, 237-249.
|
37 |
Usami, T., Ge, H. and Kasai, A. (2008), "Overall buckling prevention condition of buckling-restrained braces as a structural control damper", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China.
|
38 |
Usami, T., Ge, H. and Luo, X.Q. (2009), "Experimental and analytical study on high-performance buckling-restrained brace dampers for bridge engineering", Proceedings of the 3rd International Conference on Advances in Experimental Structural Engineering, San Francisco, USA.
|
39 |
Sahoo, D.R. and Chao, S.H. (2010), "Performance-based plastic design method for buckling-restrained braced frames", Eng. Struct., 32(9), 2950-2958.
DOI
|