TY  - BOOK
AU  - Guan,Hong
AU  - Worsak Kanok-Nukulchai,
AU  - Pisidhi Karasudhi,
AU  - Yamaguchi,Hiroki
ED  - German Academic Exchange Service (DAAD),
TI  - Application of nonlinear thin-walled elements for analysis of cable-stayed bridges
T2  - Thesis
PY  - 1992///
CY  - Bangkok
PB  - Asian Institute of Technology
KW  - Thin-walled structures
KW  - Bridges, Cable-stayed
N1  - 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
N2  - 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
UR  - http://203.159.5.9/ait-thesis/detail.php?q=B16871
ER  -