1.ANSI S1.1-1986(ASA 65-1986)(1993),“Specifications for Octave-Band and Fractional-Octave-Band Analog and Digital Filters”,Acoustical Society of America, N.Y.
2.AlHussaini, TM. And Ahmad, S. (1996), “Active Isolation of Machine Foundations by in-Filled TrenchBarriers.”, Journal of Geotechnical Engineering, ASCE, Vol. 112, pp. 288-294.
3.Bornitz, G.,(1931),“Ü ber die Ausbreitung der von Groszkolbenmaschinen erzeugten Bodenschwingungen in die tiefe”, J.Springer(Berlin).
4.Bolt, B.A.,(1976), Earthquakes:A primer, W.H.Freeman, San Francisco, 24lp.
5.Bowles J. E.,(1982), “Foundation Analysis and Design” ,東南.
6.Chang, D. W. and Yeh, S. H. (1999), “Time-Domain Wave Equation analysis of single Piles Utilizing Transformed Radiation Damping”, Soils and foundations, JGS. , Vol. 39, No. 2, pp. 31-44.
7.Chang, D. W., Roesset, J .M. and Wen, C. H. (2000), “A Time-Domain Viscous Damping Model Based on Frequency-Depend Damping Ratios”, Soil Dynamic and Earthquake Engineering, Vol. 19, pp. 551-558.
8.Dobry, R. and Gazetas, G. (1988), “Simple Method for Dynamic Stiffness and Damping of Floating Pile Groups”, Geotechnique 38, No.4, pp.557-574.
9.Ewing, W. M. and Jardetzky, W.S.,(1957), Elastic Waves in Layered Media, McGraw-Hill Book Co., New York, pp.380.
10.Edwards, A.T. and Northwood, T.D.,(1960),“Experimental Studies of the Effects of Blasting on Structures” ,The Engineer, Vol.210.
11.Gutowski, T.G. and Dym, C.L.,(1976),“Propagation of Ground Vibration:A Review” , Journal of Sound and Vibration, Vol.49, No.2, pp.179-193.
12.Gazetas, G. (1991), “Formulas and charts for impedances of surface and embedded foundations”, Journal of Geotechnical Engineering, Vol. 117, No. 9, pp. 1368-1381.
13.Gordon, C.G.,(1991),“Generic Criteria for Vibration Sensitive Equipment” ,SPIE, Vol.1619, pp.71-75.
14.Ju, S.H.(2002), “Finite Element Analyses of Wave Propagations due to a High-Speed Train Across Bridges.”, International Journal for Numerical Methods in Engineering, Vol. 54, pp. 1391-1408.
15.Kraft, L. M. Jr., R. P. Ray, and Kagawa T. (1981), “Theoretical t-z Curves”, Journal of Geotechnical EngineeringDivision, ASCE, GT1, pp.1543-1561.
16.Kramer, S.L.,(1996), Geotechnical Earthquake Engineering, Prentice
-Hell, Upper Saddle River, N.J., pp.174-180.
17.Kim, D.S. and Lee J.S.,(2000), “Propagation and Attenuation Characteristics of Various Ground Vibration”, Soil Dynamics and Earthquake Engineering, Vol.19, pp.115-126.
18.Liang, M. and Husein, A. I. (1993), “Simplified Dynamic Method for Pile-Driving Control”, Journal of Geotechnical Engineering, ASCE, Vol. 119, No. 4,pp.694-713.
19.Miller, G.F. and Pursey, H.,(1955), “On the Partition of Energy between Elastic Waves in a Semi-Infinite Solid”, Proc. Royal Society, A233, pp.55-69.
20.Novak, M. (1974), “Dynamic Stiffness and Damping of Piles”, Journal of Canadian Geotechnical Engineering, Vol. 11, pp. 574-598.
21.Novak, M. (1977), “Vertical Vibration of Floating Piles”, Journal of Engineering Mecanics Division, ASCE, Vol. 103(EM-1), pp.153-168.
22.Novak, M. and EI Sharnouby, B. (1983), “Stiffness and Damping Constants of Single piles ”, Journal of Geotechnical Engineering Division, ASCE, Vol. 109, No. GT7, pp. 153-168.
23.Poulos, H. G. (1971), “Behavior of Laterally-Loaded Piles II: Pile Groups”, Journal of Soil Mechanics and Foundation Engineering Division, ASCE, Vol. 97, SM5, pp.733-751.
24.Richart, F.E., Jr., Woods, R. D. and Hall, J.R., Jr.,(1970), Vibrations of Soils and Foundations, Prentice-Hell, Englewood Cliffs, N.J., pp.88-92.
25.Randolph, M.P. and C.P. Worth (1978), “Analysis of Deformation of Vertically Loaded Piles”, Journal of Geotechnical Engineering, ASCE, GT12, pp.1465-1488.
26.Smith, E.A.L.(1960), “Pile Driving Analysis by the Wave equation”, Journal of Soil Mechanics and Foundation Divisions, ASCE, Vol. 86, No.SM4, pp. 35-61.
27.Theissen, J.R. and Wood, W.C.,(1982),“Vibration in Structures Adjacent to Pile Driving” , Dames and Moore Engineering Bulletin, Number Sixty.
28.Wiss, J.F.,(1967)“Damage Effects of Pile-Driving Vibration”, Highway Research Records, Vol.155, pp.14-20.
29.Woods, R.D.,(1968), “Screening of Surface Waves in Soil”, J.Soil Mech. and Found. Engrg., ASCE, Vol. 94,SM4, pp.951-979.
30.Woods, R.D. and Jedele, L,P.,(1985), “Energy Attenuation from Construction Vibrations”, In:Gazetas G. Selig ET.editors,Vibration problems in geotechnical engineering, Special Publication of ASCE, pp.229-246.
31.Yung-Ting Alexander Tuan (1998), “Predicted State Approach to Active Structural Control with Simulated Earthquake Ground Motions”, University of California, Los Angles.
32.李建中 (1984), “打樁引致之地表振動”,土木水利,第十卷,第四期,第45-59頁。33.李全發 (1993), “打樁引致之地表振動與鄰房耐震診斷”,碩士論文,國立成功大學建築研究所,台灣,台南。34.葉興鴻 (1996), “轉換輻射阻尼於基樁軸向、側向行為之模擬與應用”,碩士論文,淡江大學土木工程研究所,台灣,淡水。35.林光宗 (1998), “群樁互制效應對基樁反應之影響”,碩士論文,淡江大學土木工程研究所,台灣,淡水。36.溫通年 (1999), “砂土承受夯擊時之波動傳遞與阻隔效果”,碩士論文,國立中央大學土木工程研究所,台灣,中壢。
37.溫展華 (2000), “垂直群樁反應數值解比較研究”,碩士論文,淡江大學土木工程研究所,台灣,淡水。38.張一郎 (2000), “波動方程式分析於群樁側向反應之應用”,碩士論文,淡江大學土木工程研究所,台灣,淡水。39.林建儀 (2001), “振動衰減模式與振波阻隔效應之實驗研究”,碩士論文,國立成功大學土木工程研究所,台灣,台南。40.楊智幃 (2002), “捷運列車引致土層振動與衰減特性之研究”,碩士論文,國立成功大學土木工程研究所,台灣,台南。41.曾祥岳 (2003), “捷運列車引致振動之衰減模式之分析”,碩士論文,國立成功大學土木工程研究所,台灣,台南。42.曾志揚 (2003), “列車行經高架橋時引致之地表及建築物振動分析”,碩士論文,國立台灣大學土木工程學研究所,台灣,台北。43.莊淳堯 (2003), “南科園區基樁振動試驗與ABAQUS模擬分析”,碩士論文,國立台灣大學土木工程學研究所,台灣,台北。44.張清泉 (2003), “高鐵行車振動在軟弱土層之行為研究”,碩士論文,國立成功大學土木工程研究所,台灣,台南。45.鄭世豪 (2004), “簡易橋墩基礎之地震反應分析”,碩士論文,淡江大學土木工程研究所,台灣,淡水。46.郭景琳 (2004), “路竹南科土層振動衰減特性與其阻尼比評估之試驗研究”,碩士論文,國立成功大學土木工程研究所,台灣,台南。47.林宏達 (2004),“橋樑與地表面於移動列車作用下空間振動反應之研究”,博士論文,國立成功大學土木工程研究所,台灣,台南。48.鍾立來 (1992), “結構主動控制之簡介”,結構工程,第七卷,第四期,第65-70頁。49.倪勝火,莊明仁,鍾啟泰 (1999), “台南科學園區背景及相關振源量測與分析”,第二十屆中日工程技術研討會公共工程組(10-2),高速鐵路行車引致軌道振動之問題論文集,台南,第113-129頁。
50.蔡錦松,吳育豪 (1999), “台南科學園區背景及相關振源量測與分析”,第二十屆中日工程技術研討會公共工程組(10-2),高速鐵路行車引致軌道振動之問題論文集,第60-79頁,台南。
51.中鼎工程股份有限公司 (1999), “台灣高鐵計畫南科振動影響評估及對策研擬工作之第一階段工作成果報告”,台灣高鐵公司。
52.台灣高鐵公司 (1999), “高鐵減振措施研究期中研究成果”,科學園區振動標準訂定小組第十一次會議(民國八十八年十二月二十日)。
53.陳正興,朱惠君 (2000), “南科園區地盤振動衰減參數之量測”,南部科學園區振動防治策略研討會論文集,第151-170頁,台南。
54.國家地震工程研究中心 (2000), “高鐵行經南科園區振動研究-高架橋基礎與連續基礎之減振效果評估-成果報告書”。
55.財團法人中華顧問工程司 (2000), “台南科學園區路段之高鐵橋梁結構減振技術研究報告”,交通部高速鐵路工程局。
56.徐德修,曾國哲,葉昕豪 (2001), “南科槽溝減振策略”,南部科學園區振動防治策略研討會論文集,第61-89頁,台南。
57.倪勝火 (2001), “槽溝工法對振波之阻隔效應”,南部科學園區振動防治策略研討會論文集,第206-225頁,台南。
58.林其璋、王哲夫 (2001), “多元調諧質量阻尼器於高速鐵路橋梁之減振效用”,南部科學園區振動防治策略研討會論文集,第109-120頁,台南。
59.鍾立來,吳賴雲,黃國雲,李明璆,蕭凱宇 (2001) , “足尺結構主動控制之試驗驗證”,結構工程,第十六卷,第四期,第67-84頁。60.朱聖浩,林宏達 (2003), “高速列車行車引致地表共振之研究”,第三屆結構與大地工程研討會。
61.房性中 (1994), “標準貫入試驗N值應用的比較與探討”,文笙書局股份有限公司。
62.武田壽一 (2000), “建築物隔震防震與減震”,鼎達實業有限公司出版部。
63.歐章煜 (2002), “深開挖工程-分析設計理論與實務”,科技圖書股份有限公司。