- 期刊
Studies on the Life-Cycle Cost Analysis of Existing Prestressed Concrete Bridges
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並列摘要
The principal purpose of this paper was studied the life-cycle cost analysis (LCCA) of existing prestressed concrete (PC) bridges. A reasonal analytical model was established and provided for evaluating existing PC bridges. This model consists of design, production, quality assurance, capital benefit and other costs. To verify this analytical model, two existing PC bridges in Taiwan were used as illustrative examples. The results of present study show that the analytical model is very reasonable, reliable, and serviceable. The results represented in this study may be used as an engineering decision-making tool for the repair, strengthening or demolition rankings for existing PC bridges.
延伸閱讀
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- 劉耀武、張保和（2007）。Design and Construction of Prestressed Concrete Structure with Large-Span and Heavy Variable Loads。中華建築技術學刊，4(1)，39-46。https://doi.org/10.30021/JBCT.200706.0003
- 陳明正（2005）。Inspection and Evaluation of the Load-Carrying Capacity of Deteriorated Concrete Bridge〔博士論文，國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-0207200917334735
- 林忠蔚（2013）。Experimental and Analytical Study on Temporary Rescue Bridges Using Composite Materials〔碩士論文，國立臺北科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0006-0608201317173200
- 粘晉銘（2012）。Development of automatic design and drawing system on prestressed concrete bridge〔碩士論文，國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2012.00152