Seismic behavior of K-type eccentrically braced frames with high strength steel based on PBSD method |
Li, Shen
(School of Civil Engineering and architecture, Xi'an University of Technology)
Wang, Chao-yu (School of Civil Engineering and architecture, Xi'an University of Technology) Li, Xiao-lei (School of Civil Engineering and architecture, Xi'an University of Technology) Jian, Zheng (State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area, Xi'an University of Technology) Tian, Jian-bo (State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area, Xi'an University of Technology) |
1 | AISC341-10 (2010), Seismic Provision for Structure Steel Buildings, American Institute of Steel Construction, Chicago, USA. |
2 | Azad, S.K. and Topkaya, C. (2017), "A review of research on steel eccentrically braced frames", J. Constr. Steel Res., 128(1), 53-73. DOI |
3 | Bosco, M. and Rossi, P.P. (2009), "Seismic behaviour of eccentrically braced frames", Eng. Struct., 31(3), 664-674. DOI |
4 | Dubina, D., Stratan, A., Vulcu, C. and Ciutina, A. (2015), "High strength steel in seismic resistant building frames", Steel Constr., 7(3), 173-177. DOI |
5 | Engelhardt, M.D. and Popov, E.P. (2016), "Experimental performance of long links in eccentrically braced frames", J. Struct. Eng., 118(11), 3067-3088. DOI |
6 | FEMA356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, DC. USA. |
7 | FEMA695 (2009), Quantification of Building Seismic Performance Factors, Federal Emergency Management Agency, California, USA. |
8 | Hjelmstad, K.D. and Popov, E.P. (1983), "Cyclic behavior and design of link beams", J. Struct. Eng., 109(10), 2387-2403. DOI |
9 | Fujimoto, M., Aoyagi, T., Ukai, K., Wada, A. and Saito, K. (1972), "Structural characteristics of eccentric k-braced frames", Tran. Arch. Inst. JPN, 195(5), 39-49. (in Japanese) DOI |
10 | GB50011-2010 (2010), Code for Seismic Design of Buildings, China Architecture Industry Press, Beijing, China. (in Chinese) |
11 | Kusyilmaz, A. and Topkaya, C. (2015), "Displacement amplification factors for steel eccentrically braced frames", Earthq. Eng. Struct. Dyn., 44(2), 167-184. DOI |
12 | Li, S., Tian, J.B. and Liu, Y.H. (2017), "Performance-based seismic design of eccentrically braced steel frames using target drift and failure mode", Earthq. Struct., 13(5), 443-454. DOI |
13 | Lian, M. and Su, M.Z. (2017), "Seismic performance of highstrength steel fabricated eccentrically braced frame with vertical shear link", J. Constr. Steel Res., 137(10), 262-285. DOI |
14 | Tanabashi, R., Naneta, K. and Ishida, T. (1974), "On the rigidity and ductility of steel bracing assemblage", Proceedings of the 5th World Conference on Earthquake Engineering, IAEE, Rome. |
15 | Lian, M. and Su, M.Z. (2017), "Experimental study and simplified analysis of ebf fabricated with high strength steel", J. Constr. Steel Res., 139(12), 6-17. DOI |
16 | Lian, M., Su, M.Z. and Guo, Y. (2015), "Seismic performance of eccentrically braced frames with high strength steel combination", Steel Compos. Struct., 18(6), 1517-1539. DOI |
17 | Longo, A., Montuori, R., Nastri, E. and Piluso, V. (2014), "On the use of hss in seismic-resistant structures", J. Constr. Steel Res., 103(12), 1-12. DOI |
18 | Richards, P.W. (2004), "Cyclic stability and capacity design of steel eccentrically braced frames", Ph.D. Dissertation, Department of Structural Engineering, University Of California, San Diego. |
19 | Shi, G., Hu, F. and Shi, Y.J. (2014), "Recent research advances of high strength steel structures and codification of design specification in china", Int. J. Steel Struct., 14(4), 873-887. DOI |
20 | Tian, X.H., Su, M.Z., Lian, M., Wang, F. and Li, S. (2018), "Seismic behavior of k-shaped eccentrically braced frames with high-strength steel: shaking table testing and FEM analysis", J. Constr. Steel Res., 143(4), 250-263. DOI |
21 | Wang, F., Su, M.Z., Hong, M., Guo, Y. and Li, S.H. (2016), "Cyclic behaviour of y-shaped eccentrically braced frames fabricated with high-strength steel composite", J. Constr. Steel Res., 120(4), 176-187. DOI |
![]() |