Geometrically Nonlinear Analysis on a Double Controlled Form Finding Method Considering Construction Process of Suspen-Domes

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Abstract:

Based on the time-varying suspen-domes model, a configuration-cable force dual control form-finding algorithm was proposed, taking the construction process and construction technology into consideration, according to the looped cable tensioning construction technique, especially in the practical project. The form-finding algorithm was complemented by inverse iteration method for controlling the structure configuration and the initial stress increment method for controlling the cable force. Furthermore, the influence of geometric nonlinearity, construction process, and other construction technology could be taken into consideration.

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524-527

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March 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] DONG Shi Lin, LUO Yaozhi, ZHAO Yang. Practical application and research advances of long-span space structures [J]. SPATIAI STRUCTURES 2005; 11(4): 3–14[in Chinese].

Google Scholar

[2] Kawaguchi M, Abe M, Hatato T, et al. Structure tests on the suspendome, system. In: Proc. of IASS Symposium, Atlanta1994; 384–392.

Google Scholar

[3] Zhang Zhi-hong, Cao Qing-shuai, Dong Shi-lin. Structural design of a practical suspendome. Internat J Adv Steel Construct 2008; 4(4): 321–38.

Google Scholar

[4] HuiJuan LIU, Yongfeng LUO, LuFeng YANG. Construction Technique and Construction Process Simulation Method of Suspen-domes. Joural of Civil, Architectural & Environmental Engineering 2010; 32(5): 142 –148.

Google Scholar

[5] Linkwitz Klaus. About form finding of double-curved structures. Eng struct 1999; 21: 709–18.

Google Scholar

[6] Tibert AG, Pellegrino S. Review of form-finding methods for tensegrity structures. Internat J Space Struct 2003; 18(4): 209–23.

DOI: 10.1260/026635103322987940

Google Scholar

[7] Yuan XF, Dong SL. Nonlinear analysis and optimum design of cable domes. Eng Struct 2002; 24: 965–77.

Google Scholar

[8] Kitipornchai S, KangWen-jiang, LamHeung-Fai, AlbermaniF. Factors affecting the design and construction of Lamella suspendome systems. J Construct Steel. Res 2005; 61: 764–85.

Google Scholar

[9] WuMinger, Sasaki Mutsuro. Structural behaviors of an arch stiffened by cables. Eng struct 2007; 29: 529–41.

Google Scholar

[10] GUO Yun. Shape Analysis, Dynamic Properties Study and Static and Dynamic Field Tests of Suspendome Structure [D]. Tianjin: Tianjin University, 2003[in Chinese].

Google Scholar

[11] QIN Yali. Research on Construction Method and Simulation Analysis of Construction Process for Suspen-dome Structure [D]. Tianjin: Tianjin University, 2006 [in Chinese].

Google Scholar

[12] Ashfaque chowdhury, An object oriented finite element formulation for construction simulation [D], Lehigh university, (1993).

Google Scholar