[1] Alavi, B. and H. Krwinkler , "Consideration of Near-Fault Ground Motion Effects in Seismic Design," Proc 12th World Conference on Earthquake Engineering, Auckland, New Zealand, 2000.
[2] Bertero, V. V. , Mahin, S. A. and Herrera, R. A. , "Aseismic design implications of near-fault San Fernando earthquake records," Earthquake Engineering and Structural Dynamics, vol. 6, 1978, pp. 31-42.
[3] C. Darwin, "On the origin of species, " London: John Murray, 1859.
[4] Chin-Hsiung Loh , Zheng-Kuan Lee , Tsu-Chiu Wu and Shu-Yuan Peng , " Ground motion characteristics of the Chi-Chi earthquake of 21 September 1999," Earthquake Engineering and Structural Dynamics, 29, 2000, pp. 876-897.
[5] Conte, J. P. and Peng, B. F. , "Fully Non-stationary Analysis earthquake ground motion model," Journal of Engineering Mechanics, ASCE. , vol. 123, 1997, pp. 15-24.
[6] Gasparini, D. and Vanmarcke, E. H. , "A Program for Artificial Motion Generation, " Department of Civil Engineering, MIT, 1976.
[7] Hall, J. F. , Heaton, T. H. , Halling, M. W. and Wald, D .J. , "Near-source Ground Motion and Its Effect on Flexible Buildings," Earthquake Spectra, vol. 2, 1995.
[8] Housner, G. W. , Trifunac, M. D. , "Analysis of accelerograms-Parkfield earthquake," Bulletin of the Seismological Society of America, vol. 57, 1967, pp. 1193-1220.
[9] International Conference Building Officials, Uniform Building Code, Whitter, California, 1997.
[10] J. H. Holland, "Adaptation in Natural and Artificial System, " Ann Arbor, Michigan: The University of Michigan Press, 1975.
[11] K. A. DeJong, " An analysis of the behavior of a class of genetic adaptive system, " Ph.D. dissertation (CCS), University of Michigan, 1975.
[12] Lilhanand and W. S. Tseng. , "Development and Application of Realistic Earthquake Time Histories Compatible with Multiple-Damping Design Spectra," Proceedings of the Ninth World Conference on Earthquake Engineering, Tokyo/Kyoto Japan, Vol. 11, 1998.
[13] Makris, N. , Roussos, Y. S. , "Rocking Response and Overturning of Equipment Under Horizontal Pulse-Type Motion," Earthquake Engineering Research Center, College of Engineering University of California, Berkeley, PEER-98/05 ,1998.
[14] Makris, N. , Black, C. , "Dimensional Analysis of Inelastic Structures Subjected to Near Fault Ground Motions," Earthquake Engineering Research Center University of California, Berkeley, UCB/EERC 2003-05, 2003.
[15] Malhotra, P. K. , "Response of buildings to near-field pulse-like ground motions," Earthquake Engineering and Structural Dynamics, 28, 1999, pp. 1309-1326.
[16] Mavroeidis, G. P. , A. S. Papageorgiou. , "Near-Source Strong Ground Motion: Characterization and Design Issues," Proceedings of the Seventh U.S. National Conference on Earthquake Engineering (7NCEE), Boston, Massachusetts, 2002, pp. 21-25.
[17] Menu, C. and Fu, Q. , "An analytical model for near-fault ground motions and the response of SDOF systems," Earthquake Engineering Research Institute eds. Seventh US National Conference on Earthquake Engineering. Boston, Massachusetts: Mira Digital Publishing, Paper No.00011, 2002.
[18] Michalewicz Z. "A Modified Genetic Algorithm for Optimal Control Problems, " Computers Math. Application, Vol. 23(12), 1992, pp. 83~94.
[19] Michalewicz, Z. , "Genetic algorithms + data structures = evolution programs, " 3rd edition. New York: Springer-Verlag, 1996.
[20] Ohsaki, Y. , "On the significance of phase content in earthquake ground motions, " Earthquake Engineering and Structural Dynamics, vol. 7, 1979, pp. 427-439.
[21] Tadanobu SATO, Yoshitaka MURONO and Akihiko NISHIMURA, "Phase Spectrum Modeling to Simulate Design Earthquake Motion," Journal of Natural Disaster Science, vol. 24, 2002, pp. 91-100.
[22] Tzay-Chyn Shin and Ta-liang Teng , "An Overview of the 1999 Chi-Chi, Taiwan, Earthquake," Bulletin of the Seismological Society of America, vol. 91, no. 5, 2001, pp. 895-913.
[23] G. V. Reklaitis 、A. Ravindran 、K. M. Ragsdell 著,莊勝雄 譯,工程最佳化-方法與應用(上、下冊) ,台北,1995。
[24] 王小平、曹立明,遺傳算法-理論、應用與軟件實現,西安交通大學出版社,2002。
[25] 內政部營建署,建築物耐震設計規範及解說,營建雜誌社,2005年。
[26] 李顯宏,MATLAB程式設計延伸技巧,文魁資訊,台北,2006年。
[27] 交通部,鐵路橋梁耐震設計規範,2005年。
[28] 交通部,公路橋梁耐震設計規範修訂草案之研究,2006年。
[29] 林東慶,利用傅立葉轉換預測指南宮之地震動,碩士論文,國立中央大學,桃園,2006年。[30] 林祐川,基因演算法和類神經網路在斜張橋最佳化設計及健康診斷之應用,碩士論文,台北,2005年。[31] 柴駿甫、鄧崇任、羅俊雄,近斷層設計地震力與設計地表運動歷時,國家地震研究中心,2000年。
[32] 陳志宗,近斷層地震動的反應特性,碩士論文,國立台北科技大學土木與防災研究所,臺北,2006年。[33] 袁亞湘、孫文瑜,最優化理論與方法,科學出版社,2003年。
[34] 黃慶東,「近斷層地動特性與震譜特性之探討」,中華民國結構工程協會,結構工程,第十五卷,2006年,第91-133頁。[35] 張孝德、蘇木春,機器學習:類神經網路、模糊系統、基因演算法則,全華科技圖書股份有限公司,台北,2003年。
[36] 雲慶夏,進化算法,冶金工業出版社,2000年。
[37] 潘正君、康立山、陳毓屏,演化計算,清華大學出版社,2000年。