摘要: |
Basic information concerning algorithms and computer programs for steel box girder bridge analysis subjected to various loads is given. Finite Element Method (FEM) is applied. Several modifications of a basic program are developed to include wind loading, longitudinal forces action (breaking and acceleration forces), temperature difference action, support displacements, besides the vertical loading. For each of these actions some interesting results, obtained for a steel continuous box girder are presented. (Copyright (c) Encho M. Dulevski, 1994.) |