Optimization of the construction scheme of the cable-strut tensile structure based on error sensitivity analysis |
Chen, Lian-meng
(College of Civil Engineering and Architecture, Wenzhou University)
Hu, Dong (College of Civil Engineering and Architecture, Wenzhou University) Deng, Hua (Space Structures Research Center, Zhejiang University) Cui, Yu-hong (Sanjian Construction Group) Zhou, Yi-yi (School of Civil Engineering and Architecture, Changzhou Institute of Technology) |
1 | Coyetty, J.P. and Guisset, P. (1988), "Cable network analysis by a nonlinear programming technique", Eng. Struct., 10(1), 41-46. DOI |
2 | Deng, H., Jiang, Q.F. and Kwan, A.S.K. (2005), "Shape finding of incomplete cable-strut assemblies containing slack and prestressed elements", Comput. Struct., 83(21-22), 1767-1779. DOI |
3 | Dong, S.L. and Yuan, X.F. (2007), "", Spatial Struct., 3, 3-12. |
4 | Gao, B.Q., Xie, Z.L. and Peng, W.X. (2005), "Sensitivity analysis of cables to Geiger dome structure", J. Zhejiang Univ. (Engineering Science), 39(11), 1685-1689. |
5 | Greco, L. and Cuomo, M. (2012), "On the force density method for slack cable nets", Int. J. Solid. Struct., 49(13), 1526-1540. DOI |
6 | Guo, Y.L., Wang, X.A. and Tian, G.Y. (2009), "Sensitivity Study of random errors for cable tension structure of Baoan Stadium", Construct. Technol., 38(3), 35-39. [In Chinese] |
7 | Jeon, B. and Lee, J. (2000), "Cable membrane roof structure with oval opening of stadium for 2002 FIFA World Cup in Busan", Proceedings of the 6th Asian-Pacific Conference on Shell and Spatial Structures. Soul: Hakmuh Publishing INC IASS, 2, pp. 1037-1042. |
8 | Liu, H.B., Chen, Z.H. and Niu, B. (2012), "Numerical simulation and in-situ monitoring of pre-stressing construction of suspen-dome structures", J. Build. Struct., 33(12), 79-84. |
9 | Maurin, B. and Motro, R. (1998), "The surface density method as a form-finding tool for tensile membrane", Eng. Struct., 20(8), 712-719. DOI |
10 | Pellegrino, S. (1993), "Strucutural computation with the singular value decomposition of equilibrium matrix", Int. J. Solid. Struct., 30(21), 3025-3035. DOI |
11 | Pellegrino, S. and Calladine, C.R. (1986), "Matrix analysis of statically and kinematically indeterminate frameworks", Int. J. Solid. Struct., 22(4), 409-428. DOI |
12 | Peng, W.X. and Wu, H. (2004), "Sensitivity analysis of cable-truss dome structures", Spatial Struct., 10(3), 35-39. |
13 | Wang, Z.Q., Cheng, S.H. and You, D.Q. (2012), "Research on construction techniques of cable dome roof", J. Build. Struct., 33(4), 67-76. |
14 | Ye, J.H., Feng, R.Q., Zhou, S.L. and Tian, J. (2012), "The modified force-density method for form-finding of membrane structures", Int. J. Steel Struct., 12(3), 299-310. DOI |
15 | Zhang, L.M. (2008), "Structural analysis algorithm and structural performance research for non-fully symmetry Geiger cable dome", Ph.D. Dissertation; Shanghai Jiao Tong University, China. |
16 | Zhang, J.Y. and Ohsaki, M. (2016), "Form-finding of complex tengrity structures by dynamic relaxation method", J. Struct. Construct. Eng., 81(719), 71-77. DOI |
17 | Zhang, Y.Q., Zhang, Z. and Ding, J.M. (2014), "Construction tension simulation analysis and monitoring of Ji ning Gymnasium Roof", Construct. Technol., 43(14), 96-102. |
18 | Zong, Z.L., Guo, Z.X. and Lu, F.W. (2012), "Error control and adjusting method of cable dome construction process", Architect. Technol., 43(10), 891-894. |
19 | Barnes, M.R. (1999), "Form-finding and analysis of tension structures by dynamic relaxation", Int. J. Space Struct., 14(2), 89-104. DOI |
20 | Chen, L.M. and Dong, S.L. (2013), "Optimal prestress design and construction technique of cable-strut tension structures with multi-overall selfstress modes", Adv. Struct. Eng., 16(10), 1633-1644. DOI |