참고문헌
- Cao, Q.S. and Zhang, Z.H. (2010), "A simplified strategy for force finding analysis of suspendomes", Eng. Struct., 32(1), 306-310. https://doi.org/10.1016/j.engstruct.2009.09.017
- Chen, Z.H., Wu, Y.J., Yin, Y. and Shan, C. (2010), "Formulation and application of multi-node sliding cable element for the analysis of Suspen-Dome structures", Finite Elem. Anal. Des., 46(9), 743-750. https://doi.org/10.1016/j.finel.2010.04.003
- Chen, Z.H., Liu, H.B., Wang, X.D. and Zhou, T. (2011), "Establishing and application of cable-sliding criterion equation", Adv. Steel Constr., 7(2), 131-143.
- Chen, Z.H. and Wu, Y.J. (2010), "Design of roll cable-strut joint in suspen-dome and analysis of its application in whole structure system", J. Build. Struct., 31(1), 234-240.
- Chen, Z.H. and Li, Y. (2005), "Parameter analysis on stability of a suspen-dome", Int. J. Space Struct., 20(2), 115-124. https://doi.org/10.1260/0266351054764218
- Cui, X.Q. and Guo, Y.L. (2004), "Influence of gliding cable joint on mechanical behavior of suspen-dome structures", Int. J. Space Struct., 19(3), 149-154. https://doi.org/10.1260/0266351042886658
- Geiger, D.H., Stefaniuk, A. and Chen, D. (1986), "The design and construction of two cable domes for the Korean Olympics", Proceedings of the IASS Symposium on Shells, Membranes and Space Frames, Vol. 2, Osaka, Japan.
- Kang, W.J., Chen, Z.H., Lam, H.F., and Zuo, C.R. (2003), "Analysis and design of the general and outmost-ring stiffed suspen-dome structures", Eng. Struct., 25(13), 1685-1695. https://doi.org/10.1016/S0141-0296(03)00149-4
- Kitipornchai, S., Kang, W.J., Lam, H.F. and Albermani, F. (2005), "Facters affecting the design and construction of lamella suspen-dome systems", J. Constr. Steel Res., 61(6), 764-785. https://doi.org/10.1016/j.jcsr.2004.12.007
- Kawaguchi, M., Tatemichi, I. and Chen, P.S. (1999), "Optimum shapes of a cable dome structure", Eng. Struct., 21(8), 719-725. https://doi.org/10.1016/S0141-0296(98)00026-1
- Kawaguchi, M., Abe, M. and Tatemichi, I. (1999), "Design, tests and realization of 'suspen-dome' System", J IASS, 40(131), 179-192.
- Kim, S.D., Kim, H.S. and Kang, M.M. (2003), "A study of the nonlinear dynamic instability of hybrid cable dome structures", Struct. Eng. Mech., 15(6), 653-668. https://doi.org/10.12989/sem.2003.15.6.653
- Wang, S., Zhang, G.J., Zhang, A.L., Ge, J. and Qin, J. (2007), "The prestress loss analysis of cable-strut joint of the badminton gymnasium for 2008 Olympic Games", J. Build Struct., 28(6), 39-44.
- Yuan, X.F. and Dong, S.L. (2002), "Nonlinear analysis and optimum design of cable domes", Eng. Struct., 24(7), 965-977. https://doi.org/10.1016/S0141-0296(02)00017-2
- Yuan, X.F., Chen, L.M. and Dong, S.L. (2007), "Prestress design of cable domes with new forms", Int. J. Solids Struct., 44(9), 2773-2782. https://doi.org/10.1016/j.ijsolstr.2006.08.026
- Yuan, X.F. and Dong, S.L. (2003), "Integral feasible prestress of cable domes", Comput. Struct., 81(21), 2111-2119. https://doi.org/10.1016/S0045-7949(03)00254-2
- Zhang, A.L., Liu, X.C., Wang, D.M., Wei, W.H., Huang, D.M., Wu, L.Y. and Li, Z.G. (2007), "Static experimental study on the model of the suspend-dome of the badminton gymnasium for 2008 Olympic Games", J. Build Struct., 28(6), 58-67.
- Zhang, Z.H., Cao, Q.S., Dong, S.L. and Fu, X.Y. (2008), "Structural design of a practical suspendome", Adv. Steel Constr., 4(4), 323-340.
- Zhou, B., Accorsi, M.L. and Leonard, J.W. (2004), "Finite element formulation for modeling sliding cable elements", Comput. Struct., 82(2-3), 271-280. https://doi.org/10.1016/j.compstruc.2003.08.006
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