铁道标准设计
鐵道標準設計
철도표준설계
RAILWAY STANDARD DESIGN
2015年
7期
79-83,84
,共6页
戢小辉%尤勍%丁韵婷%王周全
戢小輝%尤勍%丁韻婷%王週全
집소휘%우경%정운정%왕주전
轨道交通%建设时序%改进TOPSIS模型%实证检验
軌道交通%建設時序%改進TOPSIS模型%實證檢驗
궤도교통%건설시서%개진TOPSIS모형%실증검험
Urban rail transit%Construction sequence%Improved topsis model%Empirical study
为明确城市轨道交通线网中各条线路的建设时序,构建相应的影响因素指标体系,提出一种基于TOPSIS理念的改进决策算法。该方法首先通过指标变换将理想解绝对化;其次建立决策方案到绝对理想解和绝对负理想解的加权距离最优化模型,运用拉格朗日乘子法求解模型得到最优权向量;然后引入“垂直距离”代替传统“欧式距离”的贴近度算法,通过测算垂直距离确定最优建设时序方案。最后对成都市轨道交通线网进行实例分析。结果表明:运用改进的决策算法所确定的结果与实际建设时序一致,且该算法能有效避免TOPSIS模型中的逆序、权重取值主观化、欧式距离自身缺陷等问题,说明该模型能有效支撑城市轨道交通线网建设时序的综合决策。
為明確城市軌道交通線網中各條線路的建設時序,構建相應的影響因素指標體繫,提齣一種基于TOPSIS理唸的改進決策算法。該方法首先通過指標變換將理想解絕對化;其次建立決策方案到絕對理想解和絕對負理想解的加權距離最優化模型,運用拉格朗日乘子法求解模型得到最優權嚮量;然後引入“垂直距離”代替傳統“歐式距離”的貼近度算法,通過測算垂直距離確定最優建設時序方案。最後對成都市軌道交通線網進行實例分析。結果錶明:運用改進的決策算法所確定的結果與實際建設時序一緻,且該算法能有效避免TOPSIS模型中的逆序、權重取值主觀化、歐式距離自身缺陷等問題,說明該模型能有效支撐城市軌道交通線網建設時序的綜閤決策。
위명학성시궤도교통선망중각조선로적건설시서,구건상응적영향인소지표체계,제출일충기우TOPSIS이념적개진결책산법。해방법수선통과지표변환장이상해절대화;기차건립결책방안도절대이상해화절대부이상해적가권거리최우화모형,운용랍격랑일승자법구해모형득도최우권향량;연후인입“수직거리”대체전통“구식거리”적첩근도산법,통과측산수직거리학정최우건설시서방안。최후대성도시궤도교통선망진행실례분석。결과표명:운용개진적결책산법소학정적결과여실제건설시서일치,차해산법능유효피면TOPSIS모형중적역서、권중취치주관화、구식거리자신결함등문제,설명해모형능유효지탱성시궤도교통선망건설시서적종합결책。
To determine the construction sequence of each line in rail transit network, this paper constitutes an influencing factor system of rail transit construction sequence and proposes an improving decision-making method of construction schedule based on TOPSIS. First the index transformation is used to absolutize the ideal solution, and the optimized model of weighed distance from each scheme to absolute positive and negative ideal scheme is established. Then, with lagrangian multiplier method, the model is employed to get optimal weight vector. Afterwards, the proximity algorithm adopting “Vertical distance” to substitute Euclid distance is brought in to calculate the distance to determine the optimal construction sequence. Finally, through the case analysis of Chengdu city rail transit network, the results show that the scheme determined by the improving decision-making method is basically identical to the actual construction sequence, and this method is proved effective in avoiding inverted sequence, weight valuing subjectivity and the insufficiency of Euclid distance. The model is capable of supporting the comprehensive decision-making of rail transit construction sequence.