Guan, Hong creator Worsak Kanok-Nukulchai Chairperson Pisidhi Karasudhi Examination committee Yamaguchi, Hiroki Examination committee German Academic Exchange Service (DAAD) Scholarship donor text th Bangkok Asian Institute of Technology 1992 monographic eng

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93, A-10 leaves In this paper, application of the recently developed linear and nonlinear degenerated thin-walled element are presented through the analysis of cable-stayed bridge. The three-dimensional behavior of cable-stayed superstructure can be satisfactorily represented and the analysis is greatly simplified by using the efficient flexural-torsional thin-walled element with consideration of effects of warping restrained conditions. The linear and nonlinear analyses of long-span cable-stayed bridges are pe1formed under the effect of symmetric and eccentric loading. The sources of geometric nonlinearity, such as beam-column effect in deck and tower, cable sag, and change of the bridge geometry due to large displacements, are considered in the analysis. Special ·ruTangements for the compatibility of bridge deck and the cable are discussed. Several examples of cable-stayed bridges demonstrate the effectiveness of the present model of thin-walled elements. A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology Thesis (M.Eng.) - Asian Institute of Technology, 1992 Thin-walled structures Bridges, Cable-stayed Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B16871 http://203.159.5.9/ait-thesis/detail.php?q=B16871 220798 20260817162926.0