參考文獻 |
1. Asher, J. W., S. N. Hoskere, R. D. Ewing, D. R. Van Volkinburg, R. L. Mayes and M. Button (1995) “Seismic performance of the base isolated USC University Hospital in the 1994 Northridge earthquake.” ASME, Pressure Vessels and Piping Division (Publication) PVP, Seismic, Shock, and Vibration Isolation, 139: 147-154.
2. Celebi, M. (1996) “Successful performance of a base-isolated hospital building during the 17 January 1994 Northridge earthquake.” Structural Design of Tall Buildings, 5(2):95-109.
3. Bozorgnia, Y., S. A. Mahin and A. G. Brady (1998) “Vertical response of twelve structures recorded during the Northridge earthquake,” Earthquake Spectra, 14(3), August, 411-432.
4. Martelli, A. and M. Forni (1998) “Seismic isolation of civil buildings in Europe.” Progress in Structural Engineering and Materials, 1(3), 286-294.
5. Fujita, T. (1998) “Seismic isolation of civil buildings in Japan.” Progress in Structural Engineering and Materials, 1( 3), 295-300.
6. Kelly, J. M. (1998) “Seismic isolation of civil buildings in USA.” Progress in Structural Engineering and Materials, 1(3), 279-285.
7. K. Kawashima, “SEISMIC ISOLATION OF BRIDGES IN JAPAN”, Department of Civil Engineering, Tokyo Institute of Technology.
8. 唐治平,陳全和,「隔震橋梁位移控制」,結構工程,第八卷,第三期,pp.19-32,(1993)。
9. 唐治平,李維森,柯孝勳,「橋梁結構耐震、隔震及減震技術之應用研究」,結構工程,第十七卷,第二期,pp.33-52,(2002)。
10. Vasant A. Matsagar and R.S. Jangid, “Seismic Response of Simply Supported Base-Isolated Bridge with Different Isolators”, International Journal of Applied Science and Engineering, vol. 1, pp.53-69 (2006).
11. Naeim, F. and J. M. Kelly “Design of Seismic Isolated Structures”, Chapter 4, John Wiley & Sons, Inc., New York (1999).
12. Yang, Y. B., L. Y. Lu and J. D. Yau “Chapter 22: Structure and Equipment Isolation” Vibration and Shock Handbook, edited by C. W. de Silva, CRC Press, Taylor & Francis Group (2005).
13. 張國鎮,黃震興,蘇晴茂,李森枂,「結構消能減震控制及隔震設計」,全華科技圖書,第七章,pp.7-2~7-32,(2005)
14. Lin, T. W.; C. C.Chern and C. C. Hone “Experimental study of base isolation by free rolling rods.” Earthquake Engineering & Structural Dynamics, 24(12): 1645-1650 (1995).
15. Jangid, R. S. “Stochastic seismic response of structures isolated by rolling rods.” Engineering Structures, 22(8): 937-946 (2000).
16. Tsai, M. H., S. Y. Wu, K. C. Chang and G. C. Lee “Shaking table tests of a scaled bridge model with rolling-type seismic isolation bearings.” Engineering Structures, 29(5): 694-702 (2007).
17. Hall, J. F, T. H. Heaton, M. W. Halling, D. J. Wald “Near-source ground motions and its effects on flexible buildings.” Earthquake Spectra, 11, 569-605 (1995).
18. Bozorgnia, Y., S. A. Mahin and A. G. Brady “Vertical response of twelve structures recorded during the Northridge earthquake.” Earthquake Spectra, 14(3), August, 411-432 (1998).
19. Loh, C. H. “Interpretation of structural damage in 921 Chi-Chi-earthquake.” Proceedings of International Workshop on Chi-Chi, Taiwan Earthquake of September 21, 1999, Dec. 14-17, pp 5-1 ~ 5-77 (1999).
20. 葉超雄“近斷層建築物設計地震力之研究”,921 集集地震與建築物耐震技術研討會論文集,內政部建研所企劃,台北,1999年12 月。
21. Chai, J. F. and C. H. Loh “Near-fault ground motion and its effect on civil structures.” International workshop on mitigation of seismic effects on transportation structures, July 12-14, Taipei, Taiwan, R.O.C. 70-81 (2000).
22. Liao, W. I., C. H. Loh and S. Wan (2000) “Responses of isolated bridges subjected to near-fault ground motions recorded on Chi-Chi earthquake,” International Workshop on Annual Commemoration of Chi-Chi Earthquake, Sep 18-20, Taipei, 371-380.
23. Naeim, F. and J. M. Kelly (1999) Design of Seismic Isolated Structures, Chapter 4, John Wiley & Sons, Inc., New York.
24. 黃震興,張國鎮,葉銘煌,陳建州,「國內首座隔震橋梁設計之探討」,結構工程,第九卷,第二期,pp.15-30,(1994)。
25. 曾榮川,湯維郁,吳淑珍,王泓文,「921大地震台三線石圍橋之災後重建設計」,第五屆結構工程研討會,2000年8月。
26. 陳輝,賴寬陵,陳世超,游明益,「921大地震台三線東豐大橋之災後重建設計」,第五屆結構工程研討會,2000年8月。
27. 林曜滄,蔡吉仁,宋裕祺,范川江,「921大地震台三線烏溪橋之災後重建設計」,第五屆結構工程研討會,2000年8月。
28. 王炤烈,楊世琛,蘇彥彰,李姿瑩,「921大地震台三線名竹大橋之災後重建設計」,第五屆結構工程研討會,2000年8月。
29. Jangid, R. S. and J. M. Kelly (2001) “Base isolation for near-fault motion,” Earthquake Engineering and Structural Dynamics, 30, 691-707.
30. Rao, P. Bhasker and R. S. Jangid (2001) “Performance of sliding systems under near-fault motions,” Nuclear Engineering and Design, 203, 2-3,Jan. 2,2001, 259-272.
31. Lu, L. Y. and W. N. Chang (2000) ”Effect of vertical ground motion on structures with frictional seismic isolators,” The First International Conference on Structural Stability and Dynamics, December 7-9, Taipei, Taiwan.
32. Pranesh, M. and R. Sinha (2000) “VFPI:an isolation device for a seismic deign.” Earthquake Engineering and Structural Dynamics, 29, 603-627.
33. Pranesh, M. and R. Sinha (2002) “Earthquake Resistant Design of Structures using the Variable Frequency Pendulum Isolator” Journal of Structural Engineering, 128, 870.
34. Pranesh, M. and R. Sinha (2004) “Behavior of Torsionally Coupled Structures with Variable Frequency Pendulum Isolator” Journal of Structural Engineering, 130, 1041.
35. 盧煉元,施明祥,吳政彥 “變曲率滑動隔震支承之遲滯行為理論與實驗研究”,第七屆結構工程研討會,桃園大溪,8月22-24日,論文編號:H19(2004)。
36. 吳政彥,盧煉元“變曲率滑動隔震結構之實驗與分析”,高雄第一科技大學營建工程系碩士論文(2004)
37. 盧煉元,吳政彥,王健“變曲面滑動隔震系統於近斷層隔震之應用研究(一)”,93年度國科會專題研究計畫成果報告書,計畫編號NSC93-2625-Z-327-002(2005)。
38. 王健,盧煉元“變曲率滑動隔震防制近斷層震波之實驗與分析”,高雄第一科技大學營建工程系碩士論文(2006)
39. Lu, L. Y., J. Wang, S. W. Yeh (2007) “Experimental verification of polynomial friction pendulum isolator for near-fault seismic isolation” The 4th International Structural Engineering and Construction Conference (ISEC-4), September 26-28, Melbourne, Australia, pp. 1065-1071.
40. Lu, L. Y., T. Y. Lee, S. W. Yeh (2010) “An experimental study on sliding isolators with variable curvature” Earthquake Engineering and Structural Dynamics, submitted in June 2010, manuscript number EQE-10-132.
41. 盧煉元、施明祥,中華民國發明專利,專利名稱:變曲率隔震器。專利字號:I273158,專利証書日期:96年2月11日,專利期限:民國96年2月11日至114年5月10日止,公開編號:200639305。
42. 曾旭玟,盧煉元“高分子材料於結構隔震技術之應用”,高雄第一科技大學營建工程系碩士論文(2004)
43. 莊玟珊,莊德興“PSO–SA 混合搜尋法與其他結構最佳化設計之應用”,國立中央大學土木工程學系碩士論文(2007)
44. R.C. Eberhart and J. Kennedy, “A New Optimizer Using Particle Swarm Theory,” Proc. Of the Sixth Int. Sym. On Micro Machine and Human Science, pp.39-43,1995
45. R.C Eberhart, Y. Shi, “Particle Swarm Optimization: Developments, applications and resources,” Proc. IEEE Int. Conf. on Evolutionary Computation, pp.81-86, 2001
46. J. Kennedy and R. C. Eerhart, “Particle Swarm Optimization,” Proceedings of IEEE International Conference on Neural Networks, Vol. IP, pp.1942-1948, 1995.
47. Y. Shi and R.C. Eberhart, “Parameter Selection in Particle Swarm Optimization,” Evolutionary Programming VII, Springr, Berlin, pp.591-600, 1998.
48. R. C. Fourie and A. A. Groenwold, “The Particle Swarm Optimization,” Struct. Multi. Optim., Vol. 23(4), pp. 259-267, 2002.
49. N. Metropolis, ,Rosenbluth, A. W., Teller, A. H., and Teller, E., “Equation of State Calculation by Fast Computing Machines,” Journal of Chemical Physics, Vol. 21, No. 6, pp. 1087?1092 ,1953.
50. S. Kirkpatrick, C.D. Gelatt, and M.P Vecchi, “Optimization by Simulated Annealing,” Science, Vol. 220, No. 4598, pp.671?680, 1983.
51. A. Corana, M. Maechesi, C. Martini and S. Ridella, “Minimizing Multimodal Functions of Continuous Variables with the Simulated Annealing Algorithm,” ACM T. Math. Software, Vol. 13(3), pp.262-280,1987.
|