52 lines
3.7 KiB
Plaintext
52 lines
3.7 KiB
Plaintext
\BOOKMARK [1][-]{section.1}{\334bersicht}{}% 1
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\BOOKMARK [1][-]{section.2}{Einleitung}{}% 2
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\BOOKMARK [1][-]{section.3}{Datenbasis und Grundlagen}{}% 3
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\BOOKMARK [2][-]{subsection.3.1}{Induktionsschleifen}{section.3}% 4
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\BOOKMARK [2][-]{subsection.3.2}{Adaptive Steuerung von Ampelanlagen}{section.3}% 5
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\BOOKMARK [2][-]{subsection.3.3}{Macro- und microskopische Modellierung von Verkehr}{section.3}% 6
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\BOOKMARK [2][-]{subsection.3.4}{Induktionsschleifenwerte}{section.3}% 7
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\BOOKMARK [3][-]{subsubsection.3.4.1}{CSV-Dateien der Induktionsschleifenwerte}{subsection.3.4}% 8
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\BOOKMARK [3][-]{subsubsection.3.4.2}{MYSQL-Daten der JEE6 Anwendung zur Bereitstellung von Verkehrsdaten}{subsection.3.4}% 9
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\BOOKMARK [2][-]{subsection.3.5}{Geographischer Ausschnitt der Daten}{section.3}% 10
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\BOOKMARK [2][-]{subsection.3.6}{CAD-Zeichnungen der Kreuzungen}{section.3}% 11
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\BOOKMARK [2][-]{subsection.3.7}{Abbiegewahrscheinlichkeiten}{section.3}% 12
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\BOOKMARK [2][-]{subsection.3.8}{Herausforderungen}{section.3}% 13
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\BOOKMARK [3][-]{subsubsection.3.8.1}{Das Zeitproblem}{subsection.3.8}% 14
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\BOOKMARK [3][-]{subsubsection.3.8.2}{Das Abbiegeproblem}{subsection.3.8}% 15
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\BOOKMARK [1][-]{section.4}{Verkehrsmodell}{}% 16
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\BOOKMARK [2][-]{subsection.4.1}{Modell der Ministadt}{section.4}% 17
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\BOOKMARK [2][-]{subsection.4.2}{Modell als Graph}{section.4}% 18
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\BOOKMARK [3][-]{subsubsection.4.2.1}{Grundlagen}{subsection.4.2}% 19
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\BOOKMARK [3][-]{subsubsection.4.2.2}{Kreuzungsgraph}{subsection.4.2}% 20
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\BOOKMARK [3][-]{subsubsection.4.2.3}{Kreuzungs\374bersicht}{subsection.4.2}% 21
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\BOOKMARK [2][-]{subsection.4.3}{Modell als Matrix}{section.4}% 22
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\BOOKMARK [3][-]{subsubsection.4.3.1}{Ausgangsmatrix}{subsection.4.3}% 23
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\BOOKMARK [3][-]{subsubsection.4.3.2}{Eingangsmatrix}{subsection.4.3}% 24
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\BOOKMARK [2][-]{subsection.4.4}{Datenbankmodell}{section.4}% 25
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\BOOKMARK [2][-]{subsection.4.5}{Einschr\344nkungen und Schw\344chen des Modell}{section.4}% 26
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\BOOKMARK [1][-]{section.5}{L\366sungsans\344tze}{}% 27
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\BOOKMARK [2][-]{subsection.5.1}{L\366sungsansatz: Hidden Markow Modell}{section.5}% 28
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\BOOKMARK [3][-]{subsubsection.5.1.1}{Grundlagen}{subsection.5.1}% 29
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\BOOKMARK [3][-]{subsubsection.5.1.2}{HMM f\374r eine Kreuzung}{subsection.5.1}% 30
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\BOOKMARK [2][-]{subsection.5.2}{L\366sungsansatz: Wegfindungsalgorithmen}{section.5}% 31
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\BOOKMARK [2][-]{subsection.5.3}{L\366sungsansatz: Lineares Gleichungssystem}{section.5}% 32
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\BOOKMARK [3][-]{subsubsection.5.3.1}{Grundlagen}{subsection.5.3}% 33
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\BOOKMARK [3][-]{subsubsection.5.3.2}{Lineares Gleichungssystem einer Kreuzung}{subsection.5.3}% 34
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\BOOKMARK [2][-]{subsection.5.4}{Kreuzungsberechnung am Graphen}{section.5}% 35
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\BOOKMARK [3][-]{subsubsection.5.4.1}{Verkehrsfluss zwischen Kreuzungen}{subsection.5.4}% 36
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\BOOKMARK [3][-]{subsubsection.5.4.2}{Sonderfall: Vallidierungssensor}{subsection.5.4}% 37
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\BOOKMARK [1][-]{section.6}{Visualisierung}{}% 38
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\BOOKMARK [2][-]{subsection.6.1}{Visualisierung des Graphen mit Geoinformationen}{section.6}% 39
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\BOOKMARK [2][-]{subsection.6.2}{Visualisierung des JGraphT-Graphen}{section.6}% 40
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\BOOKMARK [1][-]{section.7}{Validierung}{}% 41
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\BOOKMARK [2][-]{subsection.7.1}{Testdatenmenge}{section.7}% 42
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\BOOKMARK [2][-]{subsection.7.2}{Verkehrsz\344hlung}{section.7}% 43
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\BOOKMARK [2][-]{subsection.7.3}{Validierung der Verkehrsaufkommensvorhersage}{section.7}% 44
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\BOOKMARK [2][-]{subsection.7.4}{Sensor}{section.7}% 45
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\BOOKMARK [2][-]{subsection.7.5}{\334berpr\374fung des Modells}{section.7}% 46
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\BOOKMARK [1][-]{section.8}{Ausblick}{}% 47
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\BOOKMARK [1][-]{section.8}{Glossar}{}% 48
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\BOOKMARK [1][-]{section.8}{Abbildungsverzeichnis}{}% 49
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\BOOKMARK [1][-]{section.8}{Quellcodeverzeichnis}{}% 50
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\BOOKMARK [1][-]{section.12}{Anhang}{}% 51
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