Titlebook: Computational Structural Engineering; Proceedings of the I Yong Yuan,Junzhi Cui,Herbert A. Mang Conference proceedings 2009 Springer Scienc

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https://doi.org/10.1007/978-3-031-45795-1ainst uplift is also studied. A longitudinal and transverse calculation model is established to investigate tunnel uplift, which results in grout strength increase. In analysis, safety criteria of structural lining are verified. Finally, relevant construction technological measures are suggested against tunnel uplift for shield tunneling.

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Olamide Shittu,Christian Nygaard the space frame composed of main cross beams, vehicle beams, arms and some other components is taken as one analytical model, based on the perturbation method and thin-walled structure theory, the dynamic instability region can be calculated by the finite element method. Finally, the method is validated by a comparison with existing project data.

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Rajjan M. Chitrakar,Peter Hogg,Dillan Eshowring the differences of the deflection and the torsion angle between the linear and nonlinear analysis, it was concluded that the nonlinearity seldom influenced the deflection whereas it could remarkably influence the torsion angle. In conclusion, the nonlinear impact must be considered in the torsion stiffness and aeroelastic designs of the wing.

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Statistical Multi-Scale Method of Mechanics Parameter Prediction for Rock Mass with Random Cracks/Johm procedure of statistical multi-sale computation for the mechanics parameters. Finally some numerical results for mechanical parameters for the rock mass with random distributions of multi-scale joints/cracks by statistical multi-scale method are shown.

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Conference proceedings 2009l tools for researchers and practicing engineers. It has led to tremendous achievements in computer-based structural engineering and there is evidence that current devel- ments will even accelerate in the near future. To acknowledge this trend, Tongji University, Vienna University of Technology, and

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