交通运输工程与信息学报
交通運輸工程與信息學報
교통운수공정여신식학보
JOURNAL OF TRANSPORTATION ENGINEERING AND INFORMATION
2012年
1期
79-83
,共5页
方曾利%高王翠%魏琳%梁亚莉%陈大伟
方曾利%高王翠%魏琳%樑亞莉%陳大偉
방증리%고왕취%위림%량아리%진대위
合理路径%转弯次数%惩罚系数
閤理路徑%轉彎次數%懲罰繫數
합리로경%전만차수%징벌계수
Rational path%turning times%penalty coefficient
针对联网收费高速公路现有合理路径判别标准的不足,引入转弯次数因素,建立基于复合路径的判别模型。从分析转弯造成的影响入手,分析其合理权重,并通过实例来计算合理的惩罚系数,结果表明,改进后计算的路径与理性出行者的实际选择吻合较好。
針對聯網收費高速公路現有閤理路徑判彆標準的不足,引入轉彎次數因素,建立基于複閤路徑的判彆模型。從分析轉彎造成的影響入手,分析其閤理權重,併通過實例來計算閤理的懲罰繫數,結果錶明,改進後計算的路徑與理性齣行者的實際選擇吻閤較好。
침대련망수비고속공로현유합리로경판별표준적불족,인입전만차수인소,건립기우복합로경적판별모형。종분석전만조성적영향입수,분석기합리권중,병통과실례래계산합리적징벌계수,결과표명,개진후계산적로경여이성출행자적실제선택문합교호。
In light of the insufficient existed in the rational path assessment criterion of freeway network toll collection system, turning times was introduced into the assessment model. From the analysis of the impact of turning, its rational weight was analyzed. Reasonable penalty coefficient was calculated through an example calculation, which was consistent with the actual choice of the rational traveler.