DYNAMIC RESPONSE AND IMPACT COEFFICIENT OF THREE SPAN CONTINUOUS STEEL GIRDER BRIDGE UNDER MOVING VEHICLES

1981 ◽  
Vol 1981 (313) ◽  
pp. 13-22
Author(s):  
Hideyuki HONDA ◽  
Tameo KOBORI
Keyword(s):  
Dynamic Response ◽  
Continuous Steel ◽  
Steel Girder ◽  
Moving Vehicles ◽  
Steel Girder Bridge ◽  
Impact Coefficient ◽  
Girder Bridge

scholarly journals Accuracy of BWIIVI Using Two-Span Continuous Steel Girder Bridge

2004 ◽  
Vol 7 ◽  
pp. 1135-1140 ◽  
Author(s):  
Eiki Yamaguchi ◽  
Kazushi Matsuo ◽  
Shinichi Kawamura ◽  
Yusuke Kobayashi ◽  
Masafumi Mori ◽  
...  
Keyword(s):  
Continuous Steel ◽  
Steel Girder ◽  
Steel Girder Bridge ◽  
Girder Bridge

Life Cycle Cost Management Strategy on Corrosion Deterioration and Fatigue Damage of Steel Girder Bridge

2008 ◽  
Vol 385-387 ◽  
pp. 845-848
Author(s):  
Moe M.S. Cheung ◽  
Kevin K.L. So ◽  
Xue Qing Zhang
Keyword(s):  
Life Cycle ◽  
Fatigue Damage ◽  
Life Cycle Cost ◽  
Management Strategies ◽  
Maintenance Cost ◽  
Steel Girder ◽  
Damage Models ◽  
Failure Cost ◽  
Steel Girder Bridge ◽  
Girder Bridge

This paper proposes a life-cycle cost (LCC) management methodology that integrates corrosion deterioration and fatigue damage mechanisms. This LCC management methodology has four characterized features: (1) corrosion deterioration and fatigue damage models are used to predict the time when the pre-defined limits are reached; (2) the performance of the steel girder is measured by condition state sets in which deflection, moment and shear capacities and fatigue strength limits are considered altogether; (3) the cost-effectiveness of management strategies are measured by the performance improvement per unit of money spent; and (4) the LCC model includes initial design/construction cost, inspection cost, maintenance cost, repair/rehabilitation cost and failure cost. A steel girder bridge is used as an example to demonstrate the application of the proposed LCC management methodology.

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