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參考文獻
[1] Bradford, M. A., Uy, B., and Pi, Y.-L. (2002). “In-plane stability of arches under a central concentrated load.” J. Eng. Mech., 128(7), 710-719
[2] Calhoun, P. R., and Dadeppo, D. A. (1983). “Nonlinear finite element analysis of clamped arches. “ J. Struct. Eng., 109(3), 599-612.
[3] Chang, S. C. and Chen, J. J. (1986). “Effectiveness of linear bifurcation analysis for predicting the non-linear stability limits of structures.” Int. J. Num. Eng., 23, 831-846.
[4]Casagrande,A.,"Classification and Identification of Soils",Transaction,ASCE, Vol.113,901-930(1948).
[5] Dadeppo, D. A. and Schmidt, R. (1969). “Sidesway buckling of deep circular arches under a concentrated load.” J. Appl. Mech., 36(6), 325-327.
[6] Elias, Z. M., and Chen, K. L. (1988). “Nonlinear shallow curved-beam finite element.” J. Eng. Mech., 114(6), 1076-1087.
[7] Fernando, G. F. and Luis, A. G. (1992). “Elastic post-buckling analysis via finite element and perturbation techniques. Part 1: Formulation.” Int. J. Num. Eng., 33, 1775-1794.
[8] Gallagher, R. H., (1975). Perturbation procedures in nonlinear finite element structural analysis, Lecture notes in mathematics, 461: Computational mechanics, Springer-Verlag, pp. 75-90.
[9] K. Huseyin, (1975). Nonlinear theory of elastic stability, A. W. Sijthoff, Inc., Netherlands.
[10] Leontovich. "Frames And Arches" ,Condensed Solutions For Structural Analysis, W. A. FAIRHURST (1959).
[11]M.A. Crisfield,Non-Linear Finite Element Analysis of Solids and Structures, John Wiley,New York(1991).
[12] Petros, P. Xanthakos., (1994). Theory and design of bridges, John Wiley & Sons, Inc., New York, N.Y.
[13] Pi, Y.-L., and Bradford, M. A. (2002). “In- plane stability of arches.” Int. J. Solids Struct., 39(1), 105-125.
[14] Pi, Y.-L., and Trahair, N. S. (1998). “Non-linear buckling and postbuckling of elastic arches.” Eng. Struct., 20(7), 571-579
[15] Poulos,G.H. and Davis,E.H., Elastic Solutions for soil Mechanics,Wiley,New York(1974).
[16] Schreyer, H. L., and Masur, E. F. (1966). “Buckling of shallow arches.” J. Eng. Mech. Div., 92(EM4), 1-17.
[17] Thompson, J. M. T., and Hunt, G. W. (1969), “Comparative perturbation studies of the elastic.” Int. J. Mech., 114, 999-1014.
[18] Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability, 2nd Ed., McGraw-Hill Book Co., Inc., New York, N.Y.
[19] Wen, R. K., and Suhendor, B. (1991). “Nonlinear curved-beam element for arch structures.” J. Struct. Eng., 117(11), 3496-3515.
[20] W. T. Koiter, (1967) “On the stability of elastic equilibrium.”, Dissertation, Delft, Holland(1945), English translation, NASA, TT, F10, pp.883.
[21] Yang, T. Y. (1986). Finite element structural analysis, Prentice-Hall, Inc., Englewood Cliffs, New Jersey.
[22] 項海帆, 劉光棟. (1991). 拱結構的穩定與振動, 1st Ed., 人民交通 出版社. [23] 王如鈺、王雲程,拱橋,憬藝公司,民國八十五年十月。
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