Non-linear stability analysis of a hybrid barrel vault roof |
Cai, Jianguo
(Key Laboratory of C & PC Structures of Ministry of Education, National Prestress Engineering Research Center, Southeast University)
Zhou, Ya (Key Laboratory of C & PC Structures of Ministry of Education, National Prestress Engineering Research Center, Southeast University) Xu, Yixiang (Department of Civil Engineering, Strathclyde University) Feng, Jian (Key Laboratory of C & PC Structures of Ministry of Education, National Prestress Engineering Research Center, Southeast University) |
1 | Borri, C. and Spinelli, P. (1998), "Buckling and post-buckling behavior of single layer reticulated shells affected by random imperfections", Comp. Struct., 30(4), 937-943. |
2 | Bulenda, T. and Knippers, J. (2001), "Stability of gird shells", Comp. Struct., 79(12), 1161-1174. DOI ScienceOn |
3 | Chen, X. and Shen, S.Z. (1993), "Complete load-deflection response and initial imperfection analysis of single-layer lattice dome", Int. J. Space Struct., 8(4), 271-278. DOI |
4 | Eurocode 3 (2004), European standard 3: Design of steel structures, Parts 1-6: Strength and Stability of Shell Structures, European Committee for Standardization. |
5 | El-Sheikh, A. (2001a), "Configurations of single-Layer barrel vaults", Adv. Struct. Eng., 4(2), 53-64. DOI ScienceOn |
6 | El-Sheikh, A. (2001b), "Performance of single-layer barrel vaults with different configurations", Int. J. Space Struct., 16(2), 111-123. DOI ScienceOn |
7 | Fan, F., Wang, D.Z., Zhi, X.D. and Shen, S.Z. (2010a), "Failure modes of reticulated domes subjected to impact and the judgment", Thin-Walled Struct., 48: 143-149 DOI ScienceOn |
8 | Fan, F., Cao, Z.G. and Shen, S.Z. (2010b), "Elasto-plastic stability of single-layer reticulated shells", Thin-Walled Struct., 48(10-11), 827-836. DOI ScienceOn |
9 | Forman, S.E. and Hutchinson, J.W. (1970), "Buckling of reticulated shell structures", Int. J. Solids Struct., 6(7), 909-932. DOI ScienceOn |
10 | Gioncu, V. (1995), "Buckling of reticulated shells state-of-the-art", Int. J. Space Struct., 10(1), 1-46. DOI |
11 | Gioncu, V. (2003), "Stability theory: Principles and methods for design of steel structures", J. Constr. Steel Res., 59(2), 269-270. DOI ScienceOn |
12 | Gosowski, B. (2003), "Spatial stability of braced thin-walled members of steel structures", J. Constr. Steel Res., 59(7), 839-865. DOI ScienceOn |
13 | Hosozawa, O., Shimamura, K. and Mizutani, T. (1999), "The role of cables in large span spatial structures: introduction of recent space structures with cables in Japan", Eng. Struct., 21, 795-804. DOI ScienceOn |
14 | Kato, S., Yamashita, T. and Ueki, T. (2000), "Evaluation of elasto-plastic buckling strength of two-way grid shells using continuum analogy", In: Sixth Asian Pacific Conference on Shell and Spatial Structures, Seoul, Korea (International Association for Shell and Spatial Structures), 105-114. |
15 | Kang, W., Chen, Z., Lam, H.F. and Zuo, C. (2003), "Analysis and design of the general and outmost-ring stiffened suspen-dome structures", Eng. Struct., 25(13), 1685-1695. DOI ScienceOn |
16 | Kitipornchai, S., Kang, W., Lam, H.F. and Albermani, F. (2005), "Factors affecting the design and construction of lamella suspen-dome systems", J. Constr. Steel Res., 61(6), 764-785. DOI ScienceOn |
17 | Nie, G.H. (2003), "On the buckling of imperfect squarely-reticulated shallow spherical shells supported by elastic media", Thin-Walled Struct., 41(1), 1-13. DOI ScienceOn |
18 | Luo, Y.F. (1991), "Elasto-plastic stability and loading complete-process research of reticulated shells", Ph.D. Thesis, Tongji University. [in Chinese] |
19 | Meek, J.L. and Tan, H.S. (1984), "Geometrically non-linear analysis of space frames by an incremental iterative technique", Comput. Methods Appl. Mech. Eng., 47(3), 261-282. DOI ScienceOn |
20 | Nee, K.M. and Halder, A. (1988), "Elasto-plastic non-linear post-buckling analysis of partially restrained space structure", Comput. Methods Appl. Eng., 71(1), 69-97. DOI ScienceOn |
21 | Saitoh, M. and Okada, A. (1999), "The role of string in hybrid string structures", Eng. Struct., 21(8), 756-769. DOI ScienceOn |
22 | Schlaich, J. and Schober, H. (1996), "Glass-covered gird-shells", Struct. Eng. Int., 6(2), 88-90. DOI ScienceOn |
23 | Suzuki, T., Ogawa, T. and Ikarashi, K. (1992), "Elasto-plastic buckling analysis of rigidly jointed single layer reticulated domes", Int. J. Space Struct., 7(4), 363-368. DOI |
24 | JGJ61 (2003), Technical Specification for Reticulated Shells, Beijing, China Architecture Industry Press. [in Chinese] |
25 | Xue, W. and Liu, S. (2008), "Studies on a large-span beam string pipeline crossing", J. Struct. Eng. ASCE, 134(10), 1657-1667. DOI ScienceOn |
26 | Yamada, S., Takeuchi, A., Tada, Y. and Tsutsumi, K. (2001), "Imperfection-sensitive overall buckling of single-layer lattice domes", J. Eng. Mech., 127(4), 382-396. DOI ScienceOn |
27 | Zhang, A.L. Zhang, X.F., Ge, J.Q. Liu, X.C. Wang, D.M. and Zhang, B.Q. (2006), "Influence of initial geometrical imperfections on stability of a suspendome for badminton arena for 2008 Olympic Games", Spatial Struct., 12(4), 8-12. [in Chinese] |