周家蓓2006-07-252018-07-092006-07-252018-07-092003http://ntur.lib.ntu.edu.tw//handle/246246/2817目前國內各民航機場徵收降落費主要 是採航機最大起飛重量累計費率架構，其 主要的計費概念為最大起飛重量愈大，對 機場所造成的維護費用相對而言愈大。然 而，機場鋪面所受的損害與輪軸配置及機 輪單輪分配到之載重相關，因此僅以最大 起飛重量為計價依據之現況確有其可改進 之空間。本研究乃以KENSLABS 程式模擬 航機主輪輪載重及分布位置對鋪面之應 變，並分析及比較各航機之應力應變情 形，建立鋪面允許各航機之重複載重次數 比值，作為航空站降落費架構研擬基礎。 研究分析過程輔以其他機場管理之方式， 並參照國際民航組織(International Civil Aviation Organization，ICAO)降落費訂定原 則，力求符合國際降落費計算之大原則， 建立我國航空站降落費之架構。Currently, the landing fee charged by Civil Aeronautic Aviation Bureau is based on the maximum takeoff weights (MTOW) of each aircraft. It is based on the concept that the heavier the aircraft, the higher the relative maintenance fee for pavement it shall be. Therefore, the charge of landing fee is higher. The landing fee structure does not consider the gear configuration and the wheel load of various types of aircrafts which are the major factors rather than MTOW affects the pavement damage. The main object of this research is to evaluate the damage of pavement caused by different aircrafts through the analysis of KENSLABS. However, the guidelines given by the International Civil Aviation Organization (ICAO) is also adapted in this study, in order to keep the developed landing fee structure still matching the international standard.application/pdf21394 bytesapplication/pdfzh-TW國立臺灣大學土木工程學系暨研究所航空站降落費版塊應力分析airportlanding feesICAOslab stress analysisreporthttp://ntur.lib.ntu.edu.tw/bitstream/246246/2817/1/912211E002083.pdf