Open Access
MATEC Web Conf.
Volume 206, 2018
2018 The 3rd International Conference on Civil Engineering and Materials Science (ICCEMS 2018)
Article Number 01007
Number of page(s) 5
Section Civil and Structural Engineering
Published online 19 September 2018
  1. H. Levy, F. Lessman. Finite Difference Equations. J. Physics Today, 14 (4):64–64 (2005) [CrossRef] [Google Scholar]
  2. D.M. Liao, B. Zhang, J.X. Zhou, R.X. Liu and L.L. Chen. Using finite difference method to simulate casting thermal stress. J. China Foundry, 08 (2):177–81 (2011) [Google Scholar]
  3. K.P. Chuang and A.S. Veletsos. A Study of Two Approximate Methods of Analyzing Cylindrical Shell Roofs R. University of Illinois Engineering Experiment Station. (1962) [Google Scholar]
  4. J. Shen, S. Lassue and L. Zalewski, et al. Numerical study on thermal behavior of classical or composite Trombe solar walls J. Energy & Buildings, 39 (8):962–974 (2007) [Google Scholar]
  5. D. Appelö and N.A. Petersson. A stable finite difference method for the elastic wave equation on complex geometries with free surfaces J. Communications in Computational Physics, 5 (1): 84–107 (2009) [Google Scholar]
  6. D.S. Griffin and R.S. Varga. Numerical Solution of Plane Elasticity Problems J. Journal of the Society for Industrial & Applied Mathematics, 11 (4):1046–1062. (1963) [CrossRef] [Google Scholar]
  7. F.K. Liu, P.Z. Lin and C. Quan, et al. Investigation of Characteristic Parameters of Cable-stayed Bridge with Low Towers. J. Engineering Mechanics, 21 (2):199–203 (2004) [Google Scholar]
  8. S.Q. Tang, W.S. Cai, J.Z. Wang and S.Y. Wang. Section Model Test Research in Saddles of Zhangzhou War Preparation Bridge. J. Bridge Construction, (03): 9–13 (2002) [Google Scholar]
  9. R.R. Guan, J.P. Zhang, A.R. Liu and M.Y. Zhou. Model Test on Main Tower Saddle Section of Extradosed Cable-Stayed Bridge J. Journal of Guangzhou University (Social Science Edition), 4 (5):449–453 (2005) [Google Scholar]
  10. H.W. Zhang and Y.D. Li. Local Stress Analysis of Concrete Around Cable Saddle in Short-Pylon Cable-Stayed Bridge. J. Railway Standard Design, (01): 42–44. (2009) [Google Scholar]
  11. Z.W. Xiao. Spatial Stress Test and Analysis on the Cable Saddle of Extradosed Cable-stayed Bridge. D. Northeast Forestry University, (2013) [Google Scholar]
  12. Z. Liu, S.P. Meng and H. Zang, et al. Model test and design investigation on saddle deviator zoneof extra-dosed bridge J. Journal of Southeast University (Natural Science), 37 (2):291–5 (2007) [Google Scholar]

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