Case 4.E
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開始行:
*Case 4.E [#jb9ae5ae]
**The causes of fatigue [#c0298af9]
>
The structure behaved in a manner not expected such as due to vibration.
**Approaches to repairing and retrofitting [#j88d5a4e]
>
Bolted splice.
>
**LINK [#i4b38a4e]
-[[2682 Br. in I-79]]
<
Stop hole+ Angle connection
-[[Woodrow Wilson Memorial Br.]]
<
Bolt splice
-[[Steel bridge on Hanshin Expressway (at bracket end)]]
<
Bolt connection
-[[Steel bridge on Hanshin Expressway (at web gusset)]]
<
Boltsplice
-[[Steel bridge on Hanshin Expressway (at sole plate)]]
<
Stop hole and Scallop and Weld connection and Re-welding (I-section)&br;
Bolt connection (Box-section)
-[[Steel bridge on Hanshin Expressway (at floor-beam coped end)]]
<
Bolt splice and Re-welding
終了行:
*Case 4.E [#jb9ae5ae]
**The causes of fatigue [#c0298af9]
>
The structure behaved in a manner not expected such as due to vibration.
**Approaches to repairing and retrofitting [#j88d5a4e]
>
Bolted splice.
>
**LINK [#i4b38a4e]
-[[2682 Br. in I-79]]
<
Stop hole+ Angle connection
-[[Woodrow Wilson Memorial Br.]]
<
Bolt splice
-[[Steel bridge on Hanshin Expressway (at bracket end)]]
<
Bolt connection
-[[Steel bridge on Hanshin Expressway (at web gusset)]]
<
Boltsplice
-[[Steel bridge on Hanshin Expressway (at sole plate)]]
<
Stop hole and Scallop and Weld connection and Re-welding (I-section)&br;
Bolt connection (Box-section)
-[[Steel bridge on Hanshin Expressway (at floor-beam coped end)]]
<
Bolt splice and Re-welding
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