1. Andersson, A., Broman, H.,"A Second Order Recursive Algorithm for Adaptive
Signal Processing", IEEE Proceedings of ASILOMAR-29, pp.676-679, 1996.
2. Andersson, P.,"Adaptive Forgetting in Recursive Identification through Multiple
Models", Int. J. Control, Vol.42, No.5, pp.1175-1193,1985.
3. Ang, A. H-S., and Tang, W. H.,"Probability Concepts in Engineering Planning and Design ", Volume I-Basic Principles, John Wiley, 1975.
4. Army, Navy, and The Air Force,"Seismic Design For Buildings", ARMY TM 5-809
-10, NAVY NAVFAC P-355, Air force AFM 88-3, 1992.
5. Bertero, V.V., Aktan, A.E., Charney, F.A. and Sause, R., "U.S.-Japan Cooperative
Earthquake Research Program : Earthquake Simulation Tests and Associated
Studies of a 1/5-scale Model of a 7-story Reinforced Concrete Test Structure",
Earthquake Engineering Research Center, University of California, Berkeley, EERC
-84/05, 1984.
6. Bracci, J.M., Reinhorn, A.M. and Mander, J.B., "Seismic Resistance of Reinforced
Concrete Frame Structures Designed Only for Gravity Loads: Part I - Design and
Properties of a One-third Scale model Structure", Technical Report NCEER-92-0027
, 1992.
7. Chung, M.S., Iwahara, M., and Nagamatsu, A.,"Frequency Optimization Technique
based on the Anti-resonance Sensitivity Method",Proceedings of the 1991 Noise &
Vibration Conference: Noise & Vibration Conference and Exposition, Traverse City,
Michigan, pp.323-328, 1991.
8. Das B.M.,"Principles of Soil dynamics", PWS-KENT, 1993.
9. Federal Emergency Management Agency(FEMA) ,"NEHRP Recommended Provisions for the Development of Seismic Regulations For New Buildings", USA , 1997.
10. Federal Emergency Management Agency (FEMA),"NEHRP Recommended Provisions for Seismic Regulations For New Buildings", USA , 1998.
11. Freeman, S. A.,"Design Criteria for Nonstructural Components based on Tri-services Manuals", ATC 29-1, USA, pp.15-30, 1998.
12. Haroun, M. A., Mourad, S.A. and Flynn, N. H., "Modal characteristics of reinforced
concrete pier walls before and after cycle testing", 11th international modal analysis
conference, Kissimmee, Florida, pp.1299-1302, 1993.
13. Hong, L. L. , and Hwang, W. L.,"Empirical Formula for Fundamental Vibration Periods of Reinforced Concrete Buildings in Taiwan", Earthquake Engng Struct. Dyn, pp327-337, 2000.
14. ICBO,"2000 International Building Code", Whittier, CA, USA, 2000.
15. International Conference of Building Officials," The Uniform Building Code (UBC)", Volume 2,Whittier, CA, USA,1997.
16. International Electrotechnical Commission, "Environmental testing - Part 2-57:
Tests-Test Ff:Vibration-Time-history method ", IEC 60068-2-57, 1999.
17. Jeary, A.,"Designer's Guide to the Dynamic Response of Structures", E&FN
SPON, 1997.
18. Johansson, R.,"System Modeling and Identification", Prentice-Hall, 1993.
19. Kajiwara, I., Agamatsu, A., and Seto, K.,"A Technique of Structural Dynamic
Optimization using Sensitivities of Resonance and Anti-resonance Frequencies",
Current Topics in Structural Mechanics - presents at 1989 ASME Pressure Vessels
and Piping Conference, pp.161-167, 1989.
20. Lainiotis, D.G., and Papaparaskeva, P. ,"A New Class of Efficient Adaptive
Nonlinear Filters (ANLF) ", IEEE Transactions on Signal Processing, Vol. 46,
No. 6, pp.1730-1737, 1998.
21. Ljung, L.,"System Identification-Theory for the User", Prentice- Hall, Englewood
Cliffs, N.J, 1987.
22. Loh, C. H., and Lin, H. M., "Application of Off-line and On-line Identification Techniques to Building Seismic Response Data", Earthquake engineering and structural dynamics, Vol.25, pp269-290, 1996.
23. Masaya, H., Hatsukazu M., and Mitsumasa M., "State-of-the-Art Report of Seismic
Design of Building Equipment and Nonstructural Components in Japan", Building
Research Institute Ministry of Construction, March 1992.
24. Matsuhisa, H., Zhang, W., and Sato, S.,"Anti-resonance and Transient Response of
a Vibratory System with a Parameter-variable Dynamic Absorber",Transactions of
the Japan Society of Mechanical Engineers, Vol. 56 No. 522, pp. 75-80, 1990.
25. Minowa, C., Hayashida, T., Kitajima, K., Abe, I., and Okada, T. , "A Shaking Table Damage Test of Three Story Actual Size RC Structure ", Pacific Conference on
Earthquake Engineering, pp.23-29, 1995.
26. NUPEC, "Specification Report of Seismic Shear Wall ISP on NUPEC's Seismic
Ultimate Dynamic Response Test", NU-SSWISP-D008, and -D009, 1994.
27. Oliva, M.G., "Shaking Table Testing of a Reinforced Concrete Frame with Biaxial
Response", Earthquake Engineering Research Center, University of California, Berkeley, EERC-80/28, 1980.
28. Safak, E.,"New approach to analyzing soil-building systems", Soil Dynamics and
Earthquake Engineering 17, pp.509-517, 1998.
29. Salawu, O.S. and Williams, C., "Structural damage detection using experimental
modal analysis A comparison of some methods", 11th international modal analysis
conference, Kissimmee, Florida, pp.254-260, 1993.
30. Shepard, G.D.,"On Anti-resonance, with Application to Control of Structures",
Proceedings of the 3rd international Modal Analysis Conference, Orlando, FL, USA,
pp.523-526, 1985.
31. Skinner, R. I., Robinson, W. H., and Mcverry, G. H.," An Introduction To Seismic
Isolation", John Wiley & Sons Ltd, 1993.
32. Skjerbek, P.S., Nielsen, SR.K., Kirkegaard, P.H., and Cakmak, A.S., "Damage
Localization and Quantification of Earthquake Excited RC-Frames ",Earthquake
Engng. Struct. Dyn. 27, pp.903-916, 1998.
33. Soderstrom,T., and Stoica,P.,"System Identification", Prentice-Hall, 1989.
34. Telcordia, "Network Equipment Building System (NEBS) Requirements : Physical
Protection (GR63)", USA, 1998.
35. Wang, B.P.,"Anti-resonance and its Sensitivity Analysis in Structural Systems",
Proceedings of the 39th AIAA/ASME/ASCE/AHS/ASC Structures, Structural
Adaptive Structures Form, Part 1, Long Beach, California, pp.431-440, 1998.
36. Victor A. Z., Stanley S. L., and Stephen A. M.,"A Simple Pendulum Technique for
Achieving Seismic Isolation", Earthquake Spectra, Col. 6, No. 2, 1990.
37. Zhao, J. X.,"Estimating Kinematic Interaction of Raft Foundations from Earthquake
Records and its Effects on Structural Response", Soil Dynamics and Earthquake Engineering 17, pp.73-88, 1998.
38. 中華民國結構工程學會,"建築物耐震設計規範條文、解說及示範例之研訂",1995.
39. 內政部營建署,內政部建築研究所,新修正建築技術規則建築構造編耐震設計條文及規範講習,1996.
40. 李咸亨,"嘉義瑞里地震大地觀",結構工程,第十三卷第四期,pp.23-55,1998.41. 林其璋,呂明威,翁駿民,"依建築物地震記錄之動態特性識別與損害評估" , Proceedings of the 2000 NCHU-WASEDA Joint seminar on earthquake engineering , Tai-chung, Taiwan, R.O.C, 2000.
42. 林炳昌,何仲明,"強震時台北盆地中高層樓房共振現象探討─志清大樓的動態特性",結構工程,第五卷第四期, pp.67-86, 1990.43. 林義祥,"微電子廠房之動力特性與振動衰減", 碩士論文,成大建研所,1999.44. 林國壽,"現有天花板動力行為分析",碩士論文,成大建研所,1995.45. 洪李陵,黃偉倫,"建築物基本振動周期之識別及經驗公式",台灣地區強振動觀測計劃研討會(三)論文摘要,pp.41-50,1998.
46. 姚昭智,邱瑜燕,"RC結構物反共振頻率在強震行為下的特性" ,中國土木水利工程學刊,第十四卷第一期,pp.43-52,2002.47. 姚昭智,邱瑜燕,許茂雄,"RC結構物基本振動週期之分析",結構工程,第十六卷第一期,pp.3-12,2001.48. 姚昭智,邱瑜燕,許茂雄, "結構物建築數據於設備物耐震設計中之應用應用",建築學報,38期,pp.25-36,2001.49. 姚昭智,邱瑜燕,林宏澤,"強震作用下無損建築物之系統識別",八十八年電子計算機於土木水利工程應用研討會論文集,國立中興大學,pp.263~269,1999.
50. 姚昭智,練乃齊,"反共振理論於展示物耐振設計之應用",中國土木水利工程學刊,第十卷第二期, pp307-315,1998.51. 姚昭智,吳嘉栩,"彈簧防振設備的耐震補強(2)-工程應用之簡化設計法,以醫院建築為例",中華民國建築學會,建築學報,第25期,pp.1-14,1998.52. 練乃齊,"反共振理論於非結構物防震措施之應用",博士論文,成大建研所,1998.53. 許茂雄,廖文義,杜怡萱,許士昱,"三分之一縮尺二層樓RC校舍模型振動台試驗",NCREE 02-001,2002.
54. 羅俊雄,吳子修,邱世彬,"集集地震建築物地震反應資料之分析",結構工程第十四卷第三期,pp.38-60,1999.55. 羅俊雄,楊檳毓,"高樓建築物地震反應系統",結構工程,第十二卷第四期,pp.17-37,1997.
56. 陳寶蓮,"利用強震儀收錄資料探討校舍地震反應行為─法規意外扭力矩規定以及地震反應影響參數檢討, 碩士論文,成大建研所,1997.57. 曹榮生,"不鏽鋼水塔之動力行為測試及耐震分析",碩士論文,成大建研所,2000.58. 劉志遠,"隔振機械之耐震評估與破壞模式探討",碩士論文,成大建研所,1997.