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      • 03. DISSERTATIONS AND THESIS
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      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
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      ANALISIS BANGKITAN DAN TARIKAN PADA RENCANA PEMBANGUNAN GEDUNG JOGJA PLANNING GALERY

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      HALAMAN JUDUL (226.0Kb)
      HALAMAN PENGESAHAN (70.34Kb)
      ABSTRAK (160.7Kb)
      BAB I (39.81Kb)
      BAB II (256.8Kb)
      BAB III (265.7Kb)
      BAB IV (234.2Kb)
      BAB V (129.4Kb)
      DAFTAR PUSTAKA (114.3Kb)
      LAMPIRAN (233.2Kb)
      NASKAH PUBLIKASI (398.2Kb)
      Date
      2019-07-03
      Author
      MIFTAHUDDIN, MUHAMMAD
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      Abstract
      Yogyakarta as a center for cultural heritage, especially Java needs to be packaged and informed to the public in a good and intact manner. In this case, the DIY local government has an interest in establishing the Jogja Planning Galery Urban Development Planning Information Center as an information center or institution that is expected to provide information on urban development planning in Yogyakarta both past, present, and future. In this study, we will examine the Generating and Attractive Analyze plan at the Jogja Planning Gallery using a comparison of the Cultural Park building and the Yogyakarta Tourism Office. The purpose of this study is Analyzing Generations and Pulling Jogja Planning Gallery as a comparison of the Cultural Parks and Yogyakarta Tourism Office. The method used is the comparison method of the Jogja Planning Gallery by using Cultural Park data and the Yogyakarta Tourism Office. The results of the Generating and Pulling Jogja Planning Gallery calculation results obtained from the vehicles that came out (generated) Jogja Planning Gallery is 133,1058 vehicles/hour ≈ 133 vehicles/hour. With a percentage of 17% for LV and 83% for MC, so the number of each type of vehicle is MC: 110 vehicles/hour and LV: 22 vehicles/hour. Whereas the vehicles that enter (pull) Jogja Planning Gallery are 116,7752 vehicles/hour ≈ 116 vehicles/hour. With a percentage of 17% for LV and 83% for MC with divided types of vehicles, the results of MC: 96 vehicles/hour and LV: 19 vehicles/hour.
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      http://repository.umy.ac.id/handle/123456789/28930
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      • Department of Civil Engineering

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