臺灣博碩士論文加值系統

誌謝 i
摘要 ii
ABSTRACT iii
目錄 iv
圖目錄 vii
表目錄 xiv
第一章 緒論 1-1
1.1 研究背景與目的 1-1
1.2 研究方法 1-2
1.3 研究內容 1-2
第二章 文獻回顧 2-1
2.1 樁基礎受震反應之研究 2-1
2.2 樁基礎受震反應動力分析方法 2-4
2.2.1 溫克基礎模式 2-5
2.2.2 三維實體有限元素模型（3D FEM model） 2-8
2.3 樁基礎受震反應擬靜力分析方法 2-9
2.3.1 擬靜力分析（Pseudostatic analysis） 2-10
2.3.2 容量震譜法（Capacity spectrum method） 2-14
2.4 小結 2-15
第三章 數值模型建立及驗證 3-1
3.1 數值分析模型介紹及參數 3-1
3.2 離心機振動台試驗回顧 3-5
3.2.1 振動台試驗模型介紹 3-5
3.2.2 試驗配置 3-5
3.3 模型驗證 3-6
3.3.1 地盤之受震反應比較 3-6
3.3.2 結構及樁基礎之受震反應比較 3-7
3.4 慣性力-地盤運動參與程度分析 3-8
3.5 小結 3-10
第四章 擬靜力分析方法及其特性探討 4-1
4.1 擬靜力分析法架構介紹及發展 4-1
4.2 考慮慣性力之擬靜力分析 4-2
4.2.1 結構反應譜 4-2
4.2.2 輸入運動之決定 4-4
4.2.3 阻尼比之決定 4-5
4.3 考慮地盤運動之擬靜力分析 4-8
4.4 慣性力與地盤運動效應共同作用 4-9
4.5 分析流程及驗證 4-10
4.5.1 分析流程 4-10
4.5.2 驗證分析 4-11
4.6 參數分析 4-14
4.6.1 選取不同輸入源之影響 4-14
4.6.2 系統非線性效應之影響 4-14
4.7 小結 4-16
第五章 擬靜力分析方法於實際地震之應用 5-1
5.1 參數研究介紹 5-1
5.2 參數分析模型之建立 5-1
5.3 分析結果與討論 5-3
5.3.1樁出露長度之影響 5-3
5.3.2 樁身勁度之影響 5-5
5.3.3 地動特性之影響 5-8
5.4 小結 5-10
第六章 結論與建議 6-1
6.1 結論 6-1
6.2 建議 6-2
參考文獻 R-1

李奕霆（2018），「離心機振動台試驗樁土互制行為之數值分析」，國立臺灣大學碩士論文。
楊宗翰（2016），「具不同上部結構之樁基礎受振行為」，國立中央大學碩士論文。
American Petroleum Institute (API). (2005). Recommended practice for planning, designing, and constructing fixed offshore platforms-working stress design.
Anandarajah, A., Zhang, J., and Ealy, C. (2005). “Calibration of dynamic analysis methods from field test data.” Soil Dynamics and Earthquake Engineering, 25(7-10), 763-772.
Applied Technology Council (ATC). (1996). “Seismic evaluation and retrofit of concrete buildings.” Report no. SSC 96-01: ATC-40.
Bentley, K.J., and Naggar, M.H.E. (2000). “Numerical analysis of kinematic response of single piles.” Canadian Geotechnical Journal, 37(6), 1368-1382.
Boulanger, R.W., Curras, C.J., Kutter, B.L., Wilson, D.W., and Abghari, A. (1999). “Seismic soil-pile-structure interaction experiments and analysis.” Journal of Geotechnical and Geoenvironmental Engineering, 125(9), 750-759.
Broms, B.B. (1964). “Lateral resistance of piles in cohesionless soils.” Journal of the Soil Mechanics and Foundations Division, 90(3), 123-156.
Castelli, F., Maugeri, M., and Mylonakis, G. (2008). “Numerical analysis of kinematic soil-pile interaction.” AIP Conference Proceedings, 1020 (1),618-625.
Chai, Y.H., and Hutchinson, T.C. (2002). “Flexural strength and ductility of extended pile-shafts. II: Experimental study.” Journal of Structural Engineering, 128(5), 595-602.
Chiou, J.S., Chiang, C.H., Yang, H.H., and Hsu, S.Y. (2011). “Developing fragility curves for a pile-supported wharf.” Soil Dynamics and Earthquake Engineering, 31(5-6), 830-840.
Dezi, F., Carbonari, S., and Leoni, G. (2010). “Static equivalent method for the kinematic interaction analysis of single piles.” Soil Dynamics and Earthquake Engineering, 30(8), 679-690.
Hardin, B.O., and Drnevich, V.P. (1972a). “Shear modulus and damping in soils: Measurement and parameter effects.” Journal of the Soil Mechanics and Foundations Division, 98(6), 603-624.
Hardin, B.O., and Drnevich, V.P. (1972b). “Shear modulus and damping in soils: Design equations and curves.” Journal of the Soil Mechanics and Foundations Division, 98(7), 667-692.
Hussien, M.N., Karray, M., Tobita, T., and Iai, S. (2015). “Kinematic and inertial forces in pile foundations under seismic loading.” Computers and Geotechnics, 69, 166-181.
Hussien, M.N., Tobita, T., Iai, S., and Karray, M. (2016). “Soil-pile-structure kinematic and inertial interaction observed in geotechnical centrifuge experiments.” Soil Dynamics and Earthquake Engineering, 89, 75-84.
Kondner, R.L. (1963). “Hyperbolic stress-strain response: Cohesive soils.” Journal of the Soil Mechanics and Foundations Division, 89(1), 115-143.
Liyanapathirana, D.S., and Poulos, H.G. (2005). “Pseudostatic approach for seismic analysis of piles in liquefying soil.” Journal of Geotechnical and Geoenvironmental Engineering, 131(12), 1480-1487.
Luo, X., Murono, Y., and Nishimura, A. (2002). “Verifying adequacy of the seismic deformation method by using real examples of earthquake damage.” Soil Dynamics and Earthquake Engineering, 22(1), 17-28.
Murono, Y., and Nishimura, A. (2000). “Evaluation of seismic force of pile foundation induced by inertial and kinematic interaction.” Proceedinds of 12th World Conference on Earthquake Engineering (No. 1496).
Murono, Y., and Hatanak, H. (2007). “Evaluation of kinematically induced moment and shear force in pile by seismic deformation method.” 4th International Conference on Earthquake Geotechnical Engineering Proceedings.
Seed, H.B., and Idriss, I.M. (1970). “Soil moduli and damping factors for dynamic response analysis.” Earthquake Engineering Research Center, Report no. EERC-70-10.
Tabesh, A., and Poulos, H.G. (2001). “Pseudostatic approach for seismic analysis of single piles.” Journal of Geotechnical and Geoenvironmental Engineering, 127(9), 757-765.
Tokimatsu, K., Hiroko, S., and Masayoshi, S. (2005). “Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation.” Soil Dynamics and Earthquake Engineering, 25(7-10), 753-762.
Toyooka, A., Murono, Y., Nogami, Y., and Nishimura, T. (2012). “Effect of inertial and kinematic interaction on seismic behavior of various types of structures.” Quarterly Report of RTRI, 53(2), 93-101.
Wang, S., Kutter, B.L., Chacko, M.J., Wilson, D.W., Boulanger, R.W., and Abghari, A. (1998). “Nonlinear seismic soil-pile structure interaction.” Earthquake Spectra, 14(2), 377-396.