Computationally Efficient and Accurate Simulation of Cyclic Behavior for Rectangular HSS Braces |
Lee, Chang Seok
(Department of Architectural Engineering, Hanyang University)
Sung, Min Soo (Department of Civil and Environmental Engineering, University of Illinois) Han, Sang Whan (Department of Architectural Engineering, Hanyang University) Jee, Hyun Woo (Department of Architectural Engineering, Hanyang University) |
1 | Lee, K. (2003). Seismic vulnerability evaluation of axially loaded steel build - up laced members. Ph.D. thesis. Department of Civil, Structural, and Environmental Engineering, State University of New York, Buffalo. |
2 | Lee, S. S., & Goel, S. C. (1987). Seismic behavior of hollow and concrete - filled square tubular bracing members. Report No. UMCE 87-11. Department of Civil Eng., University of Michigan, Ann Arbor. |
3 | Lee, Y. J., Oh, J., Abdu, H. H., & Ju, Y. K. (2016). Finite element analysis of optimized brace angle for the diagrid structural system. International Journal of Steel Structures, 16(4), 1355-1363. DOI |
4 | Maison, B. F., & Popov, E. P. (1980). Cyclic response prediction for braced steel frames. Journal of Structural Engineering, ASCE, 106(7), 1401-1416. |
5 | Mazzolani, F. M., & Gioncu, V. (2000). Seismic resistant steel structures (Vol. 420). New York: CISM International Centre for Mechanical Science. Courses and lectures, Springer. |
6 | Nip, K. H., Gardner, L., & Elghazouli, A. Y. (2010). Cyclic testing and numerical modelling of carbon steel and stainless steel tubular bracing members. Engineering Structures, 32(2), 424-441. DOI |
7 | Seo, A., Moon, K. H., & Han, S. W. (2010). Fracture prediction due to local buckling in bracing members. Journal of Architectural Institute of Korea (AIK), 26(12), 91-98. |
8 | Shaback, J. B. (2001). Behavior of square HSS braces with end connections under reversed cyclic axial loading. Master thesis, University of Calgary, Calgary. |
9 | Shaback, J. B., & Brown, T. (2003). Behaviour of square hollow structural steel braces with end connections under reversed cyclic axial loading. Canadian Journal of Civil Engineering, 30(4), 745-753. DOI |
10 | Soroushian, P., & Alawa, M. S. (1990). Hysteretic modeling of steel struts: Refined physical theory approach. Journal of Structural Engineering, 116(11), 2903-2916. DOI |
11 | Tremblay, R., Archambault, M. H., & Filiatrault, A. (2003). Seismic response of concentrically braced steel frames made with rectangular hollow bracing members. Journal of Structural Engineering, 129, 1626-1636. DOI |
12 | Uriz, P. (2005). Towards earthquake resistant design of concentrically braced steel structures. Ph.D. thesis, University of California, Berkeley. |
13 | Black, R. G., Wenger, W. A., & Popov, E. P. (1980). Inelastic buckling of steel strut under cyclic load reversals. Report No. UCB/EERC-80/40, Earthquake Engineering Research Center, University of California, Berkeley. |
14 | AISC. (2001). Load and resistance factor design specification for structural steel buildings (3rd ed.). Chicago: American Institute of Steel Construction. |
15 | AISC. (2016). Seismic provisions for structural steel buildings. Chicago:American Institute of Steel Construction, Chicago, ANSI/AISC 341-16. |
16 | Alipour, M., & Aghakouchak, A. (2013). Numerical analysis of the nonlinear performance of concentrically braced frames under cyclic loading. International Journal of Steel Structures, 13(3), 401-419. DOI |
17 | ASCE 7. (2010). Minimum design loads for buildings and other structures. Reston: ASCE 7-10, American Society of Civil Engineers. |
18 | Azad, S. K., Topkaya, C., & Bybordiani, M. (2018). Dynamic buckling of braces in concentrically braced frames. Earthquake Engineering and Structural Dynamics, 47, 613-633. DOI |
19 | Bruneau, M., Uang, C. M., & Whittaker, A. (2011). Ductile design of steel structures. New York: McGraw-Hill Book Co., Inc. |
20 | Dicleli, M., & Calik, E. E. (2008). Physical theory hysteretic model for steel braces. Journal of Structural Engineering, ASCE, 134(7), 1215-1228. DOI |
21 | Han, S. W., Kim, W. T., & Foutch, D. A. (2007a). Seismic behavior of HSS bracing members according to width-thickness ratio under symmetric cyclic loading. Journal of Structural Engineering, 133, 264-273. DOI |
22 | Ding, Z., Fouthch, D. A., & Han, S. W. (2008). Fracture modeling of rectangular hollow section steel braces. Engineering Journal, 45(3), 171-185. |
23 | Fell, B. V., Kanvinde, A. M., Deierlein, G. G., & Myers, A. T. (2009). Experimental investigation of inelastic cyclic buckling and fracture of steel braces. Journal of Structural Engineering, 135, 19-32. DOI |
24 | Gogginsa, J. M., Brodericka, B. M., Elghazoulib, A. Y., & Lucasa, A. S. (2005). Experimental cyclic response of cold-formed hollow steel bracing members. Engineering Structures, 27(7), 977-989. DOI |
25 | Han, S. W., Kim, W. T., & Foutch, D. A. (2007b). Tensile strength equation for HSS bracing members having slotted end connections. Earthquake Engineering and Structural Dynamics, 36, 995-1008. DOI |
26 | Ikeda, K., & Mahin, S. A. (1984). A refined physical theory model for predicting the seismic behavior of braced steel frames. Report No. UCB/EERC-84/12. Berkeley. |
27 | Jain, A. K., & Goel, S. C. (1978). Hysteresis models for steel members subjected to cyclic buckling or cyclic end moments and buckling -User's guide for DRAIN - 2D: EL9 and EL10. Report No. UMEE 78R6. University of Michigan, Ann Arbor. |
28 | Jin, J., & El-Tawil, S. (2003). Inelastic cyclic model for steel braces. Journal of Engineering Mechanics, ASCE, 129(5), 548-557. DOI |
29 | Kayvani, K., & Barzegar, F. (1996). Hysteretic modeling of tubular members and off shore platforms. Engineering Structures, 18(2), 93-101. DOI |