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標題: 含磚牆構架之損壞評估
Damage Assessment of Infilled Wall Frame systems
作者: 許家祥
Hsu, Chia-Shiang
關鍵字: damage index
出版社: 土木工程學系所
引用: 1. Naeim, F.“The seismic design handbook ” Van Nostrand Reinhold, 1989. 2. 陳奕信, “ 含磚牆RC建築結構之耐震診斷 ”, 國立成功大學建築研究所碩博士論文(許茂雄 教授指導), 1992. 3. 曾凱瀚, “ 磚礅與磚牆基本力學性質試驗研究 ”, 國立成功大學建築研究所碩士論文(許茂雄、蔡萬傳 教授指導), 1994. 4. 林正偉, “ 有邊界柱梁之磚牆耐震試驗與等值桁架分析 ”, 國立成功大學建築研究所碩士論文(許茂雄、蔡萬傳 教授指導), 1995. 5. 陳清泉、高健章、蔡益超、陳國顯, “ 紅磚與磚牆力學特性之試驗研究 ”, 行政院國家科學委員會, 防災科技研究報告73-12號, NSC73-0414-P002-07, 1995. 6. 林輝雄, “ 含磚牆RC構架極限側力之試驗及分析 ”, 國立台灣大學土木工程研究所碩士論文(邱耀正 教授指導), 1993. 7. Shing, P.B.“ Inelastic behavior of concrete masonry ”, Journal of the Structure Engineering , ASCE,Vol.115 , No.9 , pp.2204~2225 , September 1989. 8. 陳威志, “ 含磚牆結構之耐震行為 ”, 國立台灣科技大學營建工程研究所碩士論文(鄭蘩 教授指導), 1999. 9. Smith, B.S.,“ Lateral stiffness of infilled frames ”, Journal of the Structure Division , ASCE,Vol.88 , No.ST6 , pp.183~199 ,1962. 10. 陳宏謀, 鋼筋混凝土觀念分析 , 浩瀚, 1992. 11. Elenas, A., and Meskouris, K., “Correlation study between seismic acceleration parameters and damage indices of structures”, Engineering Structures, 23, 698-704, 2001. 12. Park, Y.-J., Ang, A. H.-S., “Mechanistic seismic damage model for reinforced concrete”, Journal of Structural Engineering, ASCE, 111(4), 722-739, 1985. 13. Allemang, R. J., and Brown, D. L., “A correlation coefficient for modal vector analysis”, Proceedings of the International Modal Analysis Conference & Exhibit, 110-116, 1982. 14. Lieven, N. A. J., and Ewins, D. J., “Spatial correlation of mode shapes, the coordinate modal assurance criterion (COMAC)”, Proceedings of the Sixth International Modal Analysis Conference, 690-695, 1988. 15. Pandey, A. K., Biswas, M., and Samman, M. M., “Damage detection from changes in curvature mode shapes”, Journal of Sound and Vibration, 145, 321-332, 1991. 16. Pandey, A. K., Biswas, M., “Damage detection in structures using changes in flexibility”, Journal of Sound and Vibration, 169(1), 3-17, 1994. 17. Farrar, C. R., and Jauregui, D. A., “Comparative study of damage identification algorithms applied to a bridge”, Smart Materials and Structures, 7, 704-731, 1998. 18. Ndambi, J.-M., Vantomme, J., Harri, K., “Damage assessment in reinforced concrete beams using eigenfrequencies and mode shapes derivatives”, Engineering Structures, 24, 501-515, 2002. 19. Brasiliano, A., Doz, G. N., and Brito, J. L. V., “Damage identification in continuous beams and frame structures using the Residual Error Method in the Movement Equation”, Nuclear Engineering and Design, 227, 1-17, 2004 20. 顏士閔, “依識別模態參數之建築結構層間損壞指標 ”, 國立中興大學土木工程研究所碩士論文(林其璋 教授指導), 2005 21. Wang, J.F., Lin,C.C., Yen, S.M., “Story damage index of seismically-excited buildings based on modal parameters”,18th International Conference on Structural Mechanics in Reactor Technology (SMiRT 18), Beijing, China, 2005. 22. Steven C. Chapra and Raymond P.Canale, Numerical methods for engineers , McGraw-Hill Higher Education, Fourth Edition. 23. 楊國豪, “ 以柱模式分析RC槽縫剪力牆之耐震行為 ”, 國立成功大學建築研究所碩士論文(許茂雄 教授指導), 1995.
摘要: 結構物受強震作用後,鋼筋混凝土結構產生裂縫、鋼結構構件降伏及接頭損壞皆會使結構勁度降低,進而影響結構安全。結構層間勁度降低程度一般係藉由感應器量測樓版動態反應,並利用系統識別技巧配合定義損壞指標,以量化數值來表示。本文主要探討建築結構之非結構牆體對層間勁度之貢獻,以區隔結構構件及非結構構件損壞所反映之損壞指標值,使量化數值具有意義。此結果應用於2006年4月1日台東地震後台東消防分隊大樓震損結構,發現與實際柱與磚牆損壞狀況相當符合,未來應可與損壞指標相互配合,作為結構安全警示系統安危判定之依據。
When a structure is subjected to strong earthquake excitation, the yielding of structural elements and connections or support movement will cause the reduction of structural stiffness and further the instability of structural system. Generally, the building damage is represented by a damage index through the system identification technique based on the floor measurements. The objective of this study is then to investigate the contributions of story stiffness by walls and columns, so that to define the story stiffness reductions due to nonstructural damage and structural damage, respectively. The results were applied on the Taitung Fire Department building, which damaged during the Taitung earthquake at April 1, 2006. It was observed that the analyzing result was close to the real damage in walls and columns, so it is quite useful and can be combined with the damage index for a structural safety warning system in the future.
其他識別: U0005-2208200614415900
Appears in Collections:土木工程學系所



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