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開始行:
*History [#p2a8b7a5]
**1.XIII WG-06-95~ [#jcb9f508]
-M bridge in Japan~
Defects in the butt welds of bottom flange.~
Bolted splice.~
-Cut-out-web details of Highway and Railway bridges.~
Stress component in the normal direction of the corner.~
Bolted splice.~
-Sole-plate detail of highway bridges.~
Secondary stresses due to the loss of rotational and sliding function of bearing.~
Bolted splice.~
-Through-type arch bridges.~
Vibration due to wind.~
Bolted splice, change of connection detail.~
**2.XIII WG5-12-97~ [#c98aee49]
-Quinnipiac River Br.~
Defects in the butt welds of horizontal stiffener.~
Bolted splice, stop holes.~
-Yellow Mill Pond Br.~
Cover plate ends, stress concentration.~
Bolted splice, Cover plate end, TIG, Peening.~
-Cleveland I-90~
Vibration while the girders carried by train.~
Stop holes.~
-Aquasabon River Br.~
Defects in the short groove weld in the web.~
Bolted splice.~
-Jhojuin Br.~
Fix-end moment at the connection of truss chord and floor beam.~
Attaching new connection plate.~
-Komazawa Br.~
Fix-end moment at the connection of arch rib and column.~
Bolted splicing.~
-Shinkansen~
Vibration due to the passage of rapid train.~
Rewelding + TIG~
**3.XIII WG5-15-97:Power plant~ [#pc458f8f]
**4.XIII WG5-18-98:Highway bridge~ [#u6364e41]
>
Displacement induced cracking.~
Rewelding + UIP.~
<
**5.XIII WG5-19-98:LNG Carriers~ [#zf8e034d]
**6.XIII WG5-20-98:Marine Propeller~ [#a82ab56b]
-Deck-type two hinge arch bridge and two simply supported girders.~
Stop holes, bolted splice and installing bracket, improving details.~
終了行:
*History [#p2a8b7a5]
**1.XIII WG-06-95~ [#jcb9f508]
-M bridge in Japan~
Defects in the butt welds of bottom flange.~
Bolted splice.~
-Cut-out-web details of Highway and Railway bridges.~
Stress component in the normal direction of the corner.~
Bolted splice.~
-Sole-plate detail of highway bridges.~
Secondary stresses due to the loss of rotational and sliding function of bearing.~
Bolted splice.~
-Through-type arch bridges.~
Vibration due to wind.~
Bolted splice, change of connection detail.~
**2.XIII WG5-12-97~ [#c98aee49]
-Quinnipiac River Br.~
Defects in the butt welds of horizontal stiffener.~
Bolted splice, stop holes.~
-Yellow Mill Pond Br.~
Cover plate ends, stress concentration.~
Bolted splice, Cover plate end, TIG, Peening.~
-Cleveland I-90~
Vibration while the girders carried by train.~
Stop holes.~
-Aquasabon River Br.~
Defects in the short groove weld in the web.~
Bolted splice.~
-Jhojuin Br.~
Fix-end moment at the connection of truss chord and floor beam.~
Attaching new connection plate.~
-Komazawa Br.~
Fix-end moment at the connection of arch rib and column.~
Bolted splicing.~
-Shinkansen~
Vibration due to the passage of rapid train.~
Rewelding + TIG~
**3.XIII WG5-15-97:Power plant~ [#pc458f8f]
**4.XIII WG5-18-98:Highway bridge~ [#u6364e41]
>
Displacement induced cracking.~
Rewelding + UIP.~
<
**5.XIII WG5-19-98:LNG Carriers~ [#zf8e034d]
**6.XIII WG5-20-98:Marine Propeller~ [#a82ab56b]
-Deck-type two hinge arch bridge and two simply supported girders.~
Stop holes, bolted splice and installing bracket, improving details.~
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