Huang Likui，Sheng Canhua． Ｒelationship between vehicle dynamic amplification factor and pavement roughness [J]． Journal of Highway and Transportation Ｒesearch and Development，2006，23( 3) : 27-30．
Zhao Lei，Li Guangyuan，Shi Baohua，et al． Dynamic analysis on concave grade turn point of highway runway pavement used by aircraft [J]． Journal of Chang’an University，2010，30( 2) : 45-46．
Li Huibin． Vibration Theory and Its Engineering Application[M]．Beijing: Beijing Institute of Technology Press，2006: 16-117．
[13]
盖利庆． 军用机场跑道表面平整度分析及处理[D]． 南京: 东南大学，2003: 5-10．
[14]
Gai Liqing． Analysis and Treatment of Military Airfield Surface Smoothness [D]． Nanjing: Southeast University，2003: 5-10．
[15]
Boeing Commercial Airplane Group Airport Technology organization．Ｒunway Ｒoughness Measurement，Quantification，and Application-The Boeing Method [Z]． USA: The Boeing Company，1995．
[16]
刘得一． 民航概论[M]． 北京: 中国民航出版社，2005: 15-22．
[17]
Liu Deyi． An Introduction to Civil Aviation[M]． Beijing: Civil Aviation of China Press，2005: 15-22．
MH 5010—1999 Specifications for Asphalt Concrete Pavement Design of Civil Airports [S]． Beijing: Civil Aviation Administration of China，1999: 15-16．
[20]
Gerardi A G． Digtial Simulation of Flexible Aircraft Ｒesponse to Symmetrical and Asymmetrical Ｒunway Ｒoughness [Z]． USA:Air Force Flight Dynamics Laboratory，1977．
The International Civil Aviation Organization． The Convention on International Civil Aviation Annex14-Aerodrromes [Z]． Canada:The International Civil Aviation Organization，2004: 276-277．
