بررسی پایداری سازه‏ های چلیکی تک لایه فضاکار

[1]       Abedi, K., "Propagation of Local Instabilities in Braced Domes", PhD Thesis, University of Surrey, 1997.   

[2]       Makowski, Z. S., "History and Development of Various Types of Braced Barrel Vaults and Review of Recent Achievements all over the World", Analysis, Design and Construction of Braced Barrel Vaults, Makowski. Z.S. (Editor), Granada Publishing Ltd., London and New York, 1985, pp 1-35.

[3]       Parke, G. A. R., "Comparison of the Structural Behavior of Various Types of Braced Barrel Vaults", Analysis, Design and Construction of Braced Barrel Vaults, Z.S. Makowski. (Editor), Granada Publishing Ltd., London and New York, 1985, pp 90-120.

[4]       Gioncu, V., Bault, N., Porumb, D., Pennon, N., "Instability Behavior of Triangulated Barrel Vaults", Analysis, Design and Construction of Braced Barrel Vaults, Z. S. Makowski. (Editor), Granada Publishing Ltd., London and New York, 1985, pp 159-182.

[5]       Gioncu, V., Lenza, P., "Propagation of Local Buckling in Reticulated Shells", International Conference on Space Structures, Parke, G. A. R., and Howard, C.M. (Editors), Thomas Telford Service Ltd., 1993, pp 147-155.

[6]       Gioncu, V., "Buckling of Reticulated Shells: State-of-the-Art", International journal of Space Structures, 1995, 10 (1), 1-46.

[7]       EL-Sheikh, A., "Effect of Geometric Imperfections on Single-Layer Barrel Vaults", International Journal of Space Structures, 2002, 17 (4), 271-283.

[8]            Cao, Z. G., Fan, F., Sun, Y., Ma, H. H., "Elasto-plastic Stability of Single-Layer Cylindrical Reticulated Shells", International Association for Shell and Spatial Structures (IASS) Symposium, Domingo, A., and Lasaro, C. (Editors), Valencia, Spain., 2009, pp 1832-1840.

[9]            Toy, N., Wong, C.W., "Determination of Wind Loads on Barrel Vaults", Analysis, Design and Construction of Braced Barrel Vaults, Makowski. Z. S. (Editor), Granada Publishing Ltd., London and New York, 1985, pp 121-146.

[10]        Zhang, T. S., Yin, Y., "Study on Numerical Wind Tunnel Method for Wind Load Determination of Spatial Structures", International Association for Shell and Spatial Structures (IASS) Symposium, Beijing, China, 2006, WL06.

[11]   عابدی، ک.، شکسته‏بند، ب.، "تحلیل پایداری سازه‏های فضاکار"، انتشارات دانشگاه صنعتی سهند، 1388.

[12]        Chen, X., Shen, S. Z. "Complete Load-Deflection Response and Initial Imperfection Analysis of Single-Layer Lattice Dome", International Journal of Space Structures, 1993, 8 (4), 271-278.

[13]        Lazarevic, D., Uros, M., Gila, P., "Post-Buckling Behavior of Shallow Lattice Dome", International Association for shell and Spatial Structures (IASS) Symposium, Shanghai, China, 2010.

[14]        Abaqus-Help, Version 6.8.

[15]        Qing-hua, H., Xi-liang, L., "Numerical Model, Buckling Analysis and Ultimate Load Capacity of the Single-Double-Layer Reticulated Dome", International Journal of Space Structures, 2003, 18(4), 257-267.