隨著經(jīng)濟(jì)和人口的增長(zhǎng),交通擁堵已成為當(dāng)今大都市的一大問題。城市軌道交通的建設(shè)是解決這一問題的最有效途徑之一。地鐵站是城市軌道交通網(wǎng)絡(luò)的錨點(diǎn)和中心點(diǎn)。地鐵站的非付費(fèi)區(qū)域是乘客進(jìn)入公共交通區(qū)域的起點(diǎn),直接影響到整個(gè)車站的通行能力和服務(wù)水平。提高城市軌道交通設(shè)施服務(wù)水平（LoS）的核心方法是通過改變某些客觀因素來改善乘客的乘車體驗(yàn)。這些因素主要包括城市軌道交通系統(tǒng)的舒適性,便利性,安全性和可靠性。本文在考慮布局優(yōu)化措施的基礎(chǔ)上,討論了服務(wù)水平和通行能力的計(jì)算方法。基于各國的排隊(duì)理論和行人服務(wù)水平研究方法,對(duì)五道口地鐵站的行人交通進(jìn)行調(diào)查,通過對(duì)調(diào)查結(jié)果的統(tǒng)計(jì)分析,建立地鐵車站非付費(fèi)區(qū)域六級(jí)服務(wù)等級(jí)分類方法。這些等級(jí)描述了行人對(duì)各級(jí)服務(wù)質(zhì)量的感受�？紤]到實(shí)際的客流條件,得到了排隊(duì)設(shè)施和安檢設(shè)施的相應(yīng)通行能力計(jì)算方法。以環(huán)球影城地鐵站為例,通過預(yù)測(cè)非付費(fèi)區(qū)的乘客數(shù)據(jù),分別分析了不同布局的各種軟件模擬模型,以及不同規(guī)模的安檢設(shè)施可通過的乘客數(shù)量。通過比較不同模擬的結(jié)果,研究了不同變量下設(shè)施服務(wù)水平和通行能力的特征。結(jié)論由Anylogic軟件模擬得出,在C級(jí)服務(wù)水平下,環(huán)球影城地鐵站非付費(fèi)區(qū)域的安檢... 

【文章來源】：北京交通大學(xué)北京市 211工程院校 教育部直屬院校

【文章頁數(shù)】：111 頁

【學(xué)位級(jí)別】：碩士

【文章目錄】：
Acknowledgement
Abstract
摘要
1 Introduction
    1.1 Research Background
    1.2 Research Status in China and Overseas
    1.3 Research Contents
    1.4 Pedestrian Modelling Simulation
    1.5 Technical Routes
2 Collection and Analysis of Pedestrian Traffic Data
    2.1 Pedestrian Traffic Data Collection
        2.1.1 Three Parameters of Pedestrian Traffic
        2.1.2 Analysis of Pedestrians Flow in Urban Rail Transit
        2.1.3 Data Collection Locations and Methods
    2.2 Pedestrian Traffic Data Analysis
        2.2.1 Pedestrian Velocity Analysis
        2.2.2 Pedestrian Density Analysis
3 Non-Paid Area Service Level Classification
    3.1 Factors Affecting the Service Level of Transportation Facilities
    3.2 Standards for Pedestrian Service at China and Abroad
    3.3 Classification of service level
    3.4 Queuing facility service level classification
    3.5 Classification of Service Level of Security Inspection Facilities
4 Capacity Calculation Method in Non-Paid Areas
    4.1 Concept of Capacity
    4.2 Queuing Theory
    4.3 Current Limiting Facilities in Non-Payment Areas
        4.3.1 Ways and Reasons of Current Limitation in Metro Stations
        4.3.2 Selection of simulation schemes for non-payment area
        4.3.3 Effect of diversion facility channel
    4.4 Capacity of Queuing Facilities
    4.5 Characteristic Analysis of Security Facilities
    4.6 Capacity of Security Inspection Facilities
5 Layout Optimization of Universal Studio Subway Entrance
    5.1 Anylogic Simulation
    5.2 Pedestrian Modeling
    5.3 Subway Station Entrance Model
        5.3.1 Defining the Pedestrian Flow
        5.3.2 Pedestrian Library
        5.3.3 Model Designing Procedure
        5.3.4 Pedestrian Flow Logic using Pedestrian Library Flowchart Blocks
    5.4 Analysis of Test Cases
        5.4.1 Pilot Test Case
        5.4.2 Scenario A
        5.4.3 Results in Scenario A
        5.4.4 Scenario B
        5.4.5 Results of Scenario B
        5.4.6 Scenario C
        5.4.7 Results of Scenario C
6 Conclusions and Limitations
    6.1 Conclusions
    6.2 Research Limitations
References
Author Profile and Research Achievements Obtained during the Study for A Master's Degree
學(xué)位論文數(shù)據(jù)集（Dataset for the Master's Thesis）


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