Definition of Compliance Criterion Weights for Bridge Construction Method Selection and Their Application in Real Projects

被引:2
|
作者
Tegos, Nikolaos [1 ]
Papadopoulos, Ilias [2 ]
Aretoulis, Georgios [1 ]
机构
[1] Aristotle Univ Thessaloniki, Sch Civil Engn, Thessaloniki 54124, Greece
[2] Int Hellen Univ, Environm Engn, Sindos 57400, Greece
关键词
bridge construction methods; compliance criteria; multi-criteria analysis; criterion weights; questionnaire; experts; correlation analysis; case studies; PROMETHEE; AHP;
D O I
10.3390/buildings13112891
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The main research purpose of the present paper is the establishment of certain compliance criteria, applied for the selection of the most appropriate, per case, bridge construction method, as well as the definition of the weights of these criteria. The five basic concrete bridge construction methods considered in this study are: Cast-in-place, Precast I-Girder, Incremental Launching, Advanced Shoring, and Balanced Cantilever. In this context, the choice of construction method in a concrete road bridge project is proposed based on seven compliance criteria which are: safety, economy, durability, construction speed, serviceability, aesthetics, and environmental harmonization. The inclusion of all these criteria is achieved via the decision-making tool of multi-criteria analysis. A notable innovation of the current study is that road bridges are divided into three categories (bridges for highways, national roads, and provincial roads), in accordance with the importance of the road that contains them. Thus, three different sets of weights of criteria are calculated, corresponding to each bridge category. The research method used for this purpose was a structured questionnaire that was distributed to a large number of selected experts in the field of bridges, who come either from academia or the construction industry. The research results showed that the criteria of safety and economy are the most significant according to the experts, while aspects such as the correlations between experts' profile and their weights were also considered. Finally, the derived criterion weights were applied to two case studies of real bridge projects in Greece.
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页数:24
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