Static Behavior of Noncomposite Concrete Bridge Decks under Concentrated Loads
Tests were conducted under a concentrated monotonically increasing static wheel load on 1 6.6-scale physical models of three different types of noncomposite deck structure: (1) the entire deck supported on four steel girders; (2) an isolated deck slab region with a width equal to 1 3 of the bridge s...
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| Veröffentlicht in: | Journal of bridge engineering 1996-11, Vol.1 (4), p.143-154 |
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| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
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