4. 利用曲率半徑與摩擦係數的參數探討，可以歸納傾斜滾動支承圓弧曲面段的
2. 除了上述著手於位移反應，若能建立一套簡易且準確的方法應用在商用結構 分析軟體上，如 ETABS 與 SAP2000，給工程師使用，將會是使傾斜滑動支 承在實務應用上的一大邁步。
3. 由實驗結果觀察可知，系統於地震力作用下實際上難以避免碰撞情形之發生，
故模擬方法應可將此現象納入考量。同時，可嘗試採用以速度為考量之摩擦係 數模型套入模擬方法中，應可得到更精準之模擬結果。
4. 針對上部構架的模擬，可以考慮進結構的彎矩影響以及偏心扭轉效應的影響，
使得完整的結構反應回傳至隔震層，進而減少模擬隔震層反應的誤差。
5. 當上部為柔性結構時，隔震層的加速度反應無法有效被控制在設計最大加速 度內，因而喪失傾斜滑動支承能控制上傳加速度的優點。盼後續研究能夠針對 上部為多自由度結構時，造成傾斜滑動支承上傳加速度放大的原因進行深入 研究，並提出簡易的計算公式，求得影響加速度放大的控制參數。
參考文獻
[1] 羅俊雄, "九二一集集大地震全面勘災精簡報告," pp. NCREE-99-033, 民國八 十八年.
[2] 內政部營建署, "建築物耐震設計規範," 2011.
[3] J. Hwang, Y. Huang, Y. Hung, and J. Huang, "Applicability of seismic protective systems to structures with vibration-sensitive equipment," Journal of Structural Engineering, vol. 130, no. 11, pp. 1676-1684, 2004.
[4] A. K. Chopra, Dynamics of structures: theory and applications to earthquake engineering. Prentice-Hall, 2001.
[5] K. L. Ryan, J. M. Kelly, and A. K. Chopra, "Formulation and implementation of a lead-rubber bearing model including material and geometric nonlinearities," in Proceedings of the 17 th Analysis and Computation Specialty Conference, 2006, pp. 1-13.
[6] T. M. Al-Hussaini, M. C. Constantinou, and V. A. Zayas, Seismic isolation of multi-story frame structures using spherical sliding isolation systems. State Univeristy of New York, Buffalo, NY: National Center for earthquake engineering research, 1994.
[7] G. Malu and P. Murnal, "Comparative Study of Sliding Isolation System for Low Frequency Ground Motion," in 15th World Conference on Earthquake Engineering, 2012.
[8] V. A. Zayas, S. S. Low, and S. A. J. E. s. Mahin, "A simple pendulum technique for achieving seismic isolation," vol. 6, no. 2, pp. 317-333, 1990.
[9] Y. P. Wang, L. L. Chung, W. H. J. E. E. Liao, and S. Dynamics, "Seismic response analysis of bridges isolated with friction pendulum bearings," vol. 27, no. 10, pp.
1069-1093, 1998.
[10] 王勝宣, "隔震系統最佳化設計流程及摩擦消能水平雙向隔震試驗之研究,"
臺灣大學土木工程學研究所碩士論文, 2015.
[11] T. W. Lin, C. C. J. E. e. Hone, and s. dynamics, "Base isolation by free rolling rods under basement," vol. 22, no. 3, pp. 261-273, 1993.
[12] T. W. Lin, C. C. Chern, C. C. J. E. e. Hone, and s. dynamics, "Experimental study of base isolation by free rolling rods," vol. 24, no. 12, pp. 1645-1650, 1995.
[13] M.-H. Tsai, S.-Y. Wu, K.-C. Chang, and G. C. J. E. s. Lee, "Shaking table tests of a scaled bridge model with rolling-type seismic isolation bearings," vol. 29, no. 5, pp. 694-702, 2007.
[14] S. J. Wang et al., "Sloped multi‐roller isolation devices for seismic protection of equipment and facilities," vol. 43, no. 10, pp. 1443-1461, 2014.
[15] S.-J. Wang, C.-H. Yu, W.-C. Lin, J.-S. Hwang, and K.-C. J. E. S. Chang, "A generalized analytical model for sloped rolling-type seismic isolators," vol. 138, pp. 434-446, 2017.
[16] M.-H. Shih, W.-P. Sung, and C.-Y. Ho, "Experimental validation of numerical model for Bi-Tilt-Isolator," Shock Vibration, vol. 2018, 2018.
[17] 木原幸紀, 磯田和彦, 劉銘崇, 北村佳久, 濱智貴, and 松井和幸, "傾斜すべ
構造 II, 2014 年度日本建築学会大会 (近畿) 学術講演会・建築デザイン pp. 479-480, 2014.
[22] 劉. 銘. 磯. 福. 北. 濱. 智貴, "残留変位抑制免震機構を有する傾斜すべり
[27] C.-T. Chen, Linear system theory and design. Oxford University Press, Inc., 1998.
[28] Pacific Earthquake Engineering Research Center Ground Motion Database,https://ngawest2.berkeley.edu/ [Online].