參考文獻
[1] Joyner, W. B. and D. M. Boore , "Measurement, Characterization, and Prediction of Strong Ground Motion",Geotechnical Special Publication ,No.20,ASCE,New York,NY,June,1988,pp.43-102.
[2] Barenberg, M. E., "Correlations of Pineline Damage with Ground Motions, "Journal of Geotechnical Engineering, Vol. 114, No. 6, 1988, pp.706-711.
[3] O’Rourke, T. D., and Jeon, S. S., "Seismic Zonation for Lifelines and Utilities," Proceedings, Sixth International Conference on Seismic Zonation, 2000, pp. 215-218.
[4] Martin, A. M., and Alan, F. M., " EPOLLS Prediction of Permanent Ground Deformation Resulting from Lateral Spreading," Post-Earthquake Lifeline System Reliability.
[5] Pease, J. W., and O’Rourke, T. D., "Seismic Response Of Liquefaction Sites," Journal Of Geotechnical And Geoenvironmental Engineering, 1997, pp. 37-45.
[6] Hamada, M., Yasuda, S., Isoyama, R., and Emoto K. "Study on Liquefaction Induced Permanent Ground Displacement," Association for the Development of Earthquake Prediction in Japan, Tokyo, Japan,1986.
[7] Takada, S., Katagiri, S., and Yamaguchi, S. " A Study on Prediction Method of Fissure Width Induced by Lateral Ground Movement for Earthquake Proof Design of Buried Pipelines,"Construction Engineering Research Institude Foundation, Memoirs of No.43-B, 2001.
[8] Barlett, S.F. and Youd, T.L. "Empirical Analysis of Horizontal Ground Displacement Generated by Liquefaction-Induced Later Spreads,"Technical Report NCEER-92-0021, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo,NY.,1992.
[9] Barlett, S.F. and Youd, T.L. "Empirical Prediction of Liquefaction-Induced Later Spreads," Journal of Geotechnical Engineering ASCE, Vol. 121,No. 4, 1995,
pp.316-329.
[10] Howard H.M. Hwang and Huijie Lin. "GIS-Based Evaluation of Seismic Performance of Water Delivery Systems," Center for Earthquake Research and Information,1997.
[11] Steketee, J. A." On Volterra’s dislocations in a semi-infinite elastic medium, "
Can. J. Phys.,1958, pp.36-192.
[12] Cohen. S. "Convenient formulas for determining dip-slip fault parameters from geophysical observables," Bull. Seism.,1996,pp.1642-1644.
[13] Okada, Y. "Internal deformation due to shear and tensile faults in a half-space, " Bull. Seism., 1992,pp.1018-1040.
[14] Zerva, A., and Harada, T., "Effect Of Surface Layer Stochasticity On Seismic Ground Motion Coherence And Strain Estimates, " Soil Dynamics And Earthquake Engineering, 1997,pp.445-457.
[15] 呂忠義,SMART1陣列資料波形識別與震波空間特性研究,碩士論文,國立中央大學土木工程研究所,中壢,1985。
[16] Toprak, S, T. ,Earthquake Effect on Buried Lifeline Systems,Ph. D. dissertation, Cornell University,1998.
[17] 王柏蘅,集集大地震中埔里鎮之自來水管線災損分析,碩士論文,台北科技大學土木與防災研究所,台北,2003。[18] 洪瑞鍠,921集集大地震霧峰鄉自來水管線震害成因分析,碩士論文,台北科技大學土木與防災研究所,台北,2003。[19] Chen, W. Y., H. Hwang, Y.H. Chiu, Y.C. Chen, B.J. Shih, and P. Liu, "Damage Analysis of Taichung Gas Pipelines Resulting from the Chi-Chi Taiwan Earthquake," Center for Earthquake Research and Information,The University of Memphis,2002.
[20] 李承翰,921集集地震東勢鎮、石岡鄉自來水管線災損分析及其與污水、天然氣管線災損之比較分析,碩士論文,國立台北科技大學土木與防災研究所,台北,2002。[21] 王瑋菘,921集集地震自來水管線災損分析-以豐原、東勢、石岡、霧峰、埔里為例,碩士論文,國立台北科技大學土木與防災研究所碩士論文,台北,2002。[22] 余水倍,黃金維,「台灣中部地區基本控制點變位監測」,內政部土地測量局委託研究報告17-20,民國八十九年十一月。
[23] Heubach, W. F. "Seismic Damage Estimation for Buried Pinelines System" Proceedings of the Fourth U.S. Conference on Lifeline Earthquake Engineering,San Francisco CA,1995, pp.312-319.
[24] Monmonier, M. S., "Computer Assisted Cartography, Principles and Prospects, Prentice-Hall, Englewood Cliffs," N. J.,1982,PP.214
[25] 張哲豪,陳志豪,林一鳴,「應用永久地表變位評估大地應變對於維生線破壞之研究-以自來水管網為例」,國家地震工程研究中心報告,NCREE-02-054,民國九十一年十二月。[26] Lee, D. T.,and SchaChter,B. J., "Two Algorithm for Constructing a Delaunay Triangulation," Internal Journal of Computer and Information Science,Vol.9, No.3 , 1980,pp.219-242.
[27] 陳志豪,以管線承受應變來源探討自來水管線受震破壞之風險分析,碩士論文,國立台北科技大學環境與管理規劃研究所,台北,2003。