| 摘要(英) |
The bridge is the key position contacts two places.The bridge design unit only concerned what alternative is economic in past but neglected the after-cost in the bridge life cycle.The bridge’s condition index ,as well as human grows,may be more and more worried about by us.The burden put on the national budget to maintain the entire bridge stocks is becoming increseasingly intense in those developed countries in the world.This thesis will compared with the bridge alternatives,steel bridge and prestressed concrete bridge,for the highway bridge in the design period.The LCCA model-A simple linear deterioration model is then used for predicting the future times and costs required for repairs of a bridge component in its lifetime.This research decided the deterioration ratings and the cost information used by visiting the experts and gathering the past maintainence contracts from the highway section office.The rationale and assumptions,as well as the model developed, and some sensitive analysis about parameters setting are explained in detail in the thesis.Hope the report can provide some help by the case study to choose the highway bridge alternatives. |
| 參考文獻 |
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