Case 3.H
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開始行:
*Case 3.H [#a1ca9f79]
**The causes of fatigue [#oe3c3441]
>
Stresses and deformations unforeseen in design occurred.
**Approaches to repairing and retrofitting [#i2ef8d60]
>
Modification of connection detail.
>
**LINK [#m1b96f69]
-[[Deck-type two hinge arch Br.]]
>
Improving gusset details
-[[Shinkansen Br. (fatigue cracks at main girder - floorbeam connection)]]
>
Connection plates by bolted splice.
-[[Jhojuin Br. (connection plates between floor beams and truss chords)]]
>
Connection plates by welding.
-[[Deck-type curved-chord warren truss bridge]]
>
Flange connection
-Tomei Ex. Bridges, cross bracing connection plate.
>
Adding cross frames and stringers.
-[[Polk County Br.]]
>
Bolt connection plate to top flange.
-[[Platte-Winner Br.]]
>
Stop hole and Dog bone
-[[2680 Br.]]
>
Stop hole and Angle connection
-[[Thomas Br.]]
>
Stop hole and Positive attachment
-[[Lehigh Canal and River Br.]]
>
Plate removal
-[[Daniel Boone Br.]]
>
Stop hole and Angle connection
-[[I-470 and I-79 tied arch Br.]]
>
Stop hole and Angle connection
-[[Section D10]]
>
Bolt splice
-[[Poplar Street Br.]]
>
Stop hole and reweld and plate connection
-[[Polk County Br.]]
>
Gap increase and Bolt connection
-[[Prairie Du Chien Br.]]
>
Stop hole and Bolt splice
-[[Walt Whitman Br.]]
>
Restraint removal
-[[Deck-type Arch bridge on Tomei Expressway]]
>
Stop hole and Plate connection
-[[Sozuka-Ohhashi (at member connection)]]
>
Adding the diagonal member (Stop hole, Re-welding and Adding the members)
-[[Sozuka-Ohhashi (at suspension member)]]
>
Replacement
終了行:
*Case 3.H [#a1ca9f79]
**The causes of fatigue [#oe3c3441]
>
Stresses and deformations unforeseen in design occurred.
**Approaches to repairing and retrofitting [#i2ef8d60]
>
Modification of connection detail.
>
**LINK [#m1b96f69]
-[[Deck-type two hinge arch Br.]]
>
Improving gusset details
-[[Shinkansen Br. (fatigue cracks at main girder - floorbeam connection)]]
>
Connection plates by bolted splice.
-[[Jhojuin Br. (connection plates between floor beams and truss chords)]]
>
Connection plates by welding.
-[[Deck-type curved-chord warren truss bridge]]
>
Flange connection
-Tomei Ex. Bridges, cross bracing connection plate.
>
Adding cross frames and stringers.
-[[Polk County Br.]]
>
Bolt connection plate to top flange.
-[[Platte-Winner Br.]]
>
Stop hole and Dog bone
-[[2680 Br.]]
>
Stop hole and Angle connection
-[[Thomas Br.]]
>
Stop hole and Positive attachment
-[[Lehigh Canal and River Br.]]
>
Plate removal
-[[Daniel Boone Br.]]
>
Stop hole and Angle connection
-[[I-470 and I-79 tied arch Br.]]
>
Stop hole and Angle connection
-[[Section D10]]
>
Bolt splice
-[[Poplar Street Br.]]
>
Stop hole and reweld and plate connection
-[[Polk County Br.]]
>
Gap increase and Bolt connection
-[[Prairie Du Chien Br.]]
>
Stop hole and Bolt splice
-[[Walt Whitman Br.]]
>
Restraint removal
-[[Deck-type Arch bridge on Tomei Expressway]]
>
Stop hole and Plate connection
-[[Sozuka-Ohhashi (at member connection)]]
>
Adding the diagonal member (Stop hole, Re-welding and Adding the members)
-[[Sozuka-Ohhashi (at suspension member)]]
>
Replacement
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