BEHAVIOR AND STABILITY OF CABLE STAYED BRIDGES HAVING DELTA FRAME TOWERS
Eng.\ MOHAMED ELSAEED ELSAYED BADAWI;
Abstract
Based on the nonlinear finite element models in this study, the following
conclusions are drawn:
1. Structure shape of decks and shape of bracing system in steel girders decks plays
an important part to determine the behavior of super-structure.
2. Th
conclusions are drawn:
1. Structure shape of decks and shape of bracing system in steel girders decks plays
an important part to determine the behavior of super-structure.
2. Th
Other data
| Title | BEHAVIOR AND STABILITY OF CABLE STAYED BRIDGES HAVING DELTA FRAME TOWERS | Other Titles | سلوك واتزان الكباري الملجمة ذات الابراج من النوع دلتا | Authors | Eng.\ MOHAMED ELSAEED ELSAYED BADAWI | Keywords | BEHAVIOR AND STABILITY OF CABLE STAYED BRIDGES HAVING DELTA FRAME TOWERS | Issue Date | 2014 | Description | Based on the nonlinear finite element models in this study, the following conclusions are drawn: 1. Structure shape of decks and shape of bracing system in steel girders decks plays an important part to determine the behavior of super-structure. 2. Th |
Attached Files
| File | Size | Format | |
|---|---|---|---|
| 121171G2788.pdf | 2.61 MB | Adobe PDF | View/Open |
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