肆、主要參考文獻
B. 研討會論文
1. Chang, K.C., Tsai, M.H., Lai, M.L., “Effect of Tamperature Rise on Seismic Behavior of Structure with Viscoelastic Dampers, ”Proceedings of the 6th US Conference on Earthquake Engineering，Seattle，USA，May 1998.
2. Chang, K.C., Lin, Y.Y. and Lai, M.L., “Dynamic Response of A Full Scale Steel Structure with Viscoelastic Damper,”Proceedings of the 2nd World
頁數：3 Conference on Structural Control, Kyoto, Japan, June 1998.
3. Chang, K.C. and Tsai, M.H., “ Recent Research and Application of Earthquake Protection System in Taiwan ,“ invited lecture, The 1st international symposium Mitigation Technology for Moderate Seismictity,“ Seoul, Korea, August, 1998.
4. Chang, K.C., Lin, Y.Y. and Tsai, M.H., “Research and Application of
Viscoelastic Damping System in Taiwan,”invited lecture, APEC Workshop on Seismic Design and Retrofit of Structures, Taipei, Taiwan, August 1998.
5. Chang, K.C., J.E. Cermak,, S. Kawakita, M.L. Lai, “Viscoelastic Damping System to Mitigate Wind-Induced Dynamic Response of A Long-Span Roof,”
Proceedings of the Structural Engineering World Congress, Sanfrancisuo , USA, July 18-23, 1998.
6. Chang, K.C. and Lin, Y.Y., “ Earthquake Resistant Design of Structures with Added Viscoelastic Dampers,“ Proceedings of the EASEC-6, Taipei, January 1998.
7. Chang, K.C. and Lin, Y.Y., “ Earthquake Resistant Design of Structures with Added Viscoelastic Dampers,” Proceedings of the EASEC-6, Taipei, January 1998.
8. Tsai, M.H. and Chang, K.C., “ Effect of Damping on High Pier Seismically Isolated Bridges,” Proceedings of the 7th Kaist-NTU-Kyoto Sminar on Civil Engineering, Kyoto, Japan, Dec. 1997.
9. Chang, K.C., Chern, J.C., Tan. R., Mo. Y.L., (1977) “ Static and Dynamic Study of a Prestressed Concrete Highway Bridge,” 2nd National Seismic Conference on Bridges and Highways, Sacramanto, CA, July 8-11.
10. 張國鎮、郭拱源，(1997) “ 橋梁型式與常見之損壞,” 橋梁檢測及評估研討 會，台北巿，七月廿五、廿六日。
11. 張國鎮, 蔡孟豪, 張耀輝, (1996) "加粘彈性阻尼器及橡皮支承墊橋梁耐震研 究," 第三屆結構工程研討會, 中華民國結構工程學會, 9 月 1 日, 墾丁公園, ( NSC-85-2621-P-002-038 )
12. 張國鎮, 陳振川, 王倫, 林詠彬, (1996) "光纖感測器應用於結構自動監測系統 之研究," 第三屆結構工程研討會, 中華民國結構工程學會, 9 月 1 日, 墾丁公園, ( NSC-85-2221-E-002-063 )
13. Lai, M.L., Lunsford, D.A., Kasai,K. and Chang, K.C. (1996) "Viscoelastic Damper with Linear or Nonlinear Material," Proceedings of 11WECC, June,
( NSC-85-2621-P-002-038 )
14. Chang, K.C., Chang, Y.H. and Tsai, M.H. (1996) "Analytical Models of Viscoelastic Damper for Structural Applications," Proceedings of the ROC-Kyoto-Kaist Tri-Seminar on Civil Engineering, Sept. Korea, ( NSC-85-2621-P-002-038 )
15. Chang, K.C., Chen, Y.Z. and Lai, M.L., (1996) “Seismic Response of A Full-Scale Structure with Added Viscoelastic Dampers,” Proceeding of 2nd World Workshop on Structural Control, Dec., Hong Kong, ( NSC-86-2621-P-002-036 )
16. 張國鎮, 黃震興, (1996) “美國北嶺地震橋梁震害與復舊補強," 由阪神地震探討
頁數：4
19. Chang, K.C. and Lin, Y.Y. (1996) "Earthquake Resistant Design of Structures with Added Viscoelastic Dampers," Proceedings of 11WECC, June 1996.
( NSC-84-2621-P-002-007-B )
20. Chang, K.C. and Lin, Y.Y. and Hsu, C.J., (1995) "Inelastic Behavior of Steel Frames with Added Viscoelastic Dampers," Proceedings of the EASEC-5, Gold-Coast, Australia, July 1995, Vol.2, ( NSC-82-0410-E-002-419 )
21. 張國鎮, 林裕淵, 許昌軍, (1995) "加黏彈性阻尼器結構之反應譜分析," 84 年土 木水利學會電子計算機應用研討會, ( NSC-83-0414-P-002-006-B )
22. 蔡孟豪, 張國鎮, 黃震興, 葉銘煌, (1995) "橋墩勁度與隔震橋梁關係之探討,"
84 年土木水利學會電子計算機應用研討會, ( NSC-84-2621-P-002-016-B ) 23. Chang, K.C. and Tsai, M.H. (1995) "Seismic Behavior of Structures with New
Viscoelastic Dampers," Proceedings of the 5th KU-KAIST-NTU Tri-Lateral Seminar/Workshop on Civil Engineer, Taipei.
24. 張國鎮, 許昌軍, (1994) "加黏彈性阻尼器結構抗震及抗風之應用," 83 近代工程 技術研討會, 台北, ( NSC-82-0410-E-002-419 )
25. 張國鎮, 陳金生, 許昌軍, 周芳泙, (1994) "加黏彈性阻尼器極限狀態之研究,"
第二屆中華民國結構工程研討會, 日月潭, ( NSC-82-0410-E-002-419 ) 26. Chang, K.C., (1994) "Application of Viscoelastic Dampers to Wind Vibration
Control of a Cable Suspension Structure," Proceedings of the 3rd NTU-Kyoto-Kaist Triseminar on Civil Engineering, Kyoto, Japan.
27. Chang, K.C. and Hsu, C.J., (1994) "Seismic Resistant Analysis and Design of Structure with Added Viscoelastic Dampers,"Proceedings of the 10th European Conference on Earthquake Engineering, Vienna, Austria,
( NSC-83-0414-P-002-002-B )
28. Chang, K.C. Chen, S.J. and Hsu, C.J., (1994) "Inelastic Behavior of a 2/5 Scale Steel Frame with Added Viscoelastic Dampers,"Proceedings of the 1st International Conference on Structure Control, Los Angles, ( NSC-82-0410-E-002-419 )
29. Chang, K.C. Shen, K, Soong, T.T. and Lai, M.T., (1994) "Seismic Retrofit of a Reinforced Concrete Frame with Added Viscoelastic Dampers,"Proceedings of the 5th U.S. National Conference on Earthquake Engineering,
( NSC-82-0410-E-002-419 )
30. Lai, M.L. Chang, K.C. and Soong, T.T., (1994) "Experimental and Analytical Study of a Full-Scale Viscoelastically Dampers Frame," Proceedings of the 5th U.S.
National Conference on Earthquake Engineering, ( NSC-83-0414-P-002-002-B ) 31. Chang, K.C. and Hsu, C.J., (1994) "Seismic Behavior and Design of Steel
頁數：5 Structures with added Viscoelastic Dampers," 1st ROC-New Zeland Workshop on Earthquake Engineering, Taipei, ( NSC-83-0414-P-002-006-B )
32. 張國鎮, 陳振川, 田堯彰, 莫詒隆, (1994) "碧潭橋靜力及動力特性之監測及分 析," 第二屆國道建設技術研討會, 台北.
33. Chang, K.C. Chern, J.C. and Laiw, J.C., (1994) "Development of a Static and Dynamic Monitoring System for Bi-Tan Bridge,"國際公共工程研討會, 台北.
34. 張國鎮, 顏嘉成,(1993)"加黏彈性阻尼器結構之分析與設計," 第十四屆中日工 程技術研討會, 台北, ( NSC-81-0410-E-002-540 )
35. 張國鎮, 廖健勝, (1993) "黏彈性阻尼器力學行為研究," 82 年電子計算機於土木 水利工程之應用研討會, 台南成功大學, ( NSC-81-0410-E-002-540 )
36. Chang, K.C., (1993) "Seismic Performance snd Design of Steel Structures with Added Viscoelastic Dampers," Proceedings of 4th East Asia-Pacific Conference on Structural Engineering and Construction, ( NSC-81-0410-E-002-540 )
37. Chang, K.C. Shen, K, and Lee, G.C., (1993) "Model Analysis Technique in Local Damage Diagnosis," Proceedings of the Structures Congress, ASCE, 1993, ( NSC-82-0414-P-002-031-BY )
38. Chang, K.C. and Elnature, H., (1993) "Parametric Study of Structures with Added Viscoelastic Dampers," Proceedings of the 1993 Structures Congress,
( NSC-81-0410-E-002-540 )