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http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/29183完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 蔡克銓 | |
| dc.contributor.author | Ching-Chieh Lin | en |
| dc.contributor.author | 林敬傑 | zh_TW |
| dc.date.accessioned | 2021-06-13T00:45:12Z | - |
| dc.date.available | 2007-07-30 | |
| dc.date.copyright | 2007-07-30 | |
| dc.date.issued | 2007 | |
| dc.date.submitted | 2007-07-25 | |
| dc.identifier.citation | 1. Achillides, Z. and K. Pilakoutas (2004). 'Bond behavior of fiber reinforced polymer bars under direct pullout conditions.' Journal of Composites for Construction 8(2): 173-181.
2. ACI (2001). Guide for the design and Construction or concrete reinforced with FRP bars., ACI 440.1R-01,ACI Committee 440, Farmington Hills, Mich. 3. AISC (1993). Load and resistance factor design specification for structural buildings, American Institute of Steel Construction, Chicago. 4. Christopoulos, C., A. Filiatrault, et al. (2002). 'Seismic response of self-centring hysteretic SDOF systems.' Earthquake Engineering and Structural Dynamics 31(5): 1131-1150. 5. Christopoulos, C., A. Filiatrault, et al. (2002). 'Posttensioned energy dissipating connections for moment-resisting steel frames.' Journal of Structural Engineering 128(9): 1111-1120. 6. Christopoulos, C., H.-J. Kim, et al. (2006). 'An innovative bracing member with flag-shape hysteretic response for enhanced structural seismic performance.' STESSA 2006: 197-203. 7. Desroches, R., J. McCormick, et al. (2004). 'Cyclic properties of superelastic shape memory alloy wires and bars.' Journal of Structural Engineering 130(1): 38-46. 8. Englekirk, R. E. (1996). 'Innovative design solution for precast prestressed concrete buildings in high seismic zones.' PCI Journal 41(4): 44-53. 9. Grigorian, C. E., T. S. Yang, et al. (1993). 'Slotted bolted connection energy dissipators.' Earthquake Spectra 9(3): 491. 10. Morgen, B. G. and Y. C. Kurama (2004). 'A friction damper for post-tensioned precast concrete moment frames.' PCI Journal 49(4): 112-133. 11. Nakaki, S. D., J. F. Stanton, et al. (1999). 'Overview of the PRESSS five-story precast test building.' PCI Journal 44(2): 26-39. 12. Ocel, J., R. DesRoches, et al. (2004). 'Steel beam-column connections using shape memory alloys.' Journal of Structural Engineering 130(5): 732-740. 13. Petty, G. D. (1999). 'Evaluation of a friction component for a posttensioned steel connection.' MS thesis, Lehigh Univ., Bethlehem, Pa. 14. Priestley, M. J. N., S. Sritharan, et al. (1999). 'Preliminary results and conclusions from the PRESSS five-story precast concrete test building.' PCI Journal 44(6): 42-67. 15. Ricles, J. M., R. Sause, et al. (2001). 'Posttensioned seismic-resistant connections for steel frames.' Journal of Structural Engineering 127(2): 113-121. 16. Ricles, J. M., R. Sause, et al. (2002). 'Experimental evaluation of earthquake resistant posttensioned steel connections.' Journal of Structural Engineering 128(7): 850-859. 17. Rojas, P., J. M. Ricles, et al. (2005). 'Seismic performance of post-tensioned steel moment resisting frames with friction devices.' Journal of Structural Engineering 131(4): 529-540. 18. Tastani, S. P. and S. J. Pantazopoulou (2006). 'Bond of GFRP bars in concrete: Experimental study and analytical interpretation.' Journal of Composites for Construction 10(5): 381-391. 19. 蔡克銓、林錦隆(2006) 鋼造含摩擦型消能裝置預力梁柱接頭之耐震行為研究。國立台灣大學土木工程研究所碩士論文。 20. 蔡克銓、魏志毓(2006) 挫屈束制支撐局部挫屈與構架耐震效益分析研究。國立台灣大學土木工程研究所碩士論文。 21. 蔡克銓、莊勝智(2004) 含三角形鋼板消能器與含預力構件構架耐震行為研究。國立台灣大學土木工程研究所碩士論文。 22. 蔡克銓、楊文嘉(2005) 鋼造預力梁柱接頭行為研究。國立台灣大學土木工程研究所碩士論文。 | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/29183 | - |
| dc.description.abstract | 自復位斜撐包含(1)預力元件，並施予預拉力；(2)斜撐在受拉或受壓時，預力元件均保持受拉狀態；(3)斜撐有軸向變形時能啟動消能元件的功能。本研究利用玻璃纖維初始預力提供斜撐自行復位能力，而利用摩擦消能裝置提供消能機制，設計此種自復位斜撐使其在建築結構系統受震時可具有自行復位、殘餘變位小及遲滯消能能力。
本研究研發出兩種自復位斜撐並探討自復位斜撐的特性及其力學行為。另外利用含長條孔摩擦消能裝置進行拉伸試驗、玻璃纖維拉伸試驗、及兩組縮尺自復位斜撐試驗，探討相關試驗規劃、分析與試驗結果。 本研究之主要結論為：(1)含長條孔摩擦消能裝置拉伸試驗得知由銅(C2680)跟鋼所組成的摩擦介面有穩定之遲滯行為，試驗顯示摩擦係數約為0.32；(2)直徑12.7mm玻璃纖維利用特殊夾頭能使的拉力強度由30kN上升至70kN左右，有效的提高拉力強度；(3)自復位斜撐試驗結果顯示本研究研發之斜撐有極大的拉壓差，自復位行為不夠理想，此與玻璃纖維的非軸力破壞有關；(4)本研究所提之理論方法能夠準確預測自復位斜撐勁度；(5)非線性結構系統動態反應歷時分析結果顯示含自復位斜撐之構架系統能有效的控制系統受震時樓層側位移角以及受震後的殘餘變形。 | zh_TW |
| dc.description.abstract | Re-centering brace (RCB) comprises of (1) the tensioning element and subjected to the post-tensioned force (PT), (2) a mechanism that assures the elongation of the tensioning elements under both compressive and tensile brace forces and (3) a energy dissipating mechanism. Re-centering braces could be made by combining the characteristics of the glass fiber reinforced plastic (GFRP) and the friction devices (FDs). Thus, the post-tensioned system possesses re-centering capability from the pre-stressed GFRP while dissipating seismic energy in the friction devices.
This research proposes two types of re-centering braces. The force-deformation relationships of the re-centering braces are studied analytically first. Then the test results of the long slotted friction devices, GFRP tendons and two reduced scale re-centering braces are discussed in details. Tests confirm that (1) hysteretic behavior of the long slotted friction devices is very stable. The friction coefficient between the steel plate and the brass (C2680) shim is about 0.32, (2) the special anchors attached to the 12.7mm diameter GFRP tendons imcrese the tendon tension strength from 30kN to 70kN, but the failure of the GFRP is still within the grip of the anchor, (3) the performance of the proposed RCBs is not satisfactory, and the RCBs failed at the GFRP anchor, (4) the stiffness of the RCBs can be accurately predicted, (5)Nonlinear time history analysis conducted on the moment resisting frame (MRF) and the re-centering braced frame (RCBF) confirmed that the RCBF (compared with MRF) can effectively reduce the inter-story drift and the residual deformation. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-13T00:45:12Z (GMT). No. of bitstreams: 1 ntu-96-R94521217-1.pdf: 18502410 bytes, checksum: 455f75b9bdc5b1fc4170ca92ae7a2f62 (MD5) Previous issue date: 2007 | en |
| dc.description.tableofcontents | 誌謝 i
中文摘要 ii 英文摘要 iv 目錄 vi 表目錄 ix 圖目錄 x 照片目錄 xiii 第一章 介紹 1 1.1 前言 1 1.2 文獻回顧 2 1.3 研究動機 3 1.4 研究目的與內容 5 第二章 自復位斜撐基本特性和力學行為 7 2.1 細部名稱介紹 7 2.2 基本特性 8 2.3 力學行為 10 2.3.1 基本假設 10 2.3.2 預力對斜撐力量貢獻量 10 2.3.3 消能系統於對斜撐力量貢獻量 13 2.4 設計方法 13 2.4.1 RCB_IF簡介 13 2.4.2 RCB_IF設計方法 14 2.4.3 RCB_EF簡介 18 2.4.4 RCB_EF設計方法 18 2.5 勁度計算 19 2.6 自復位斜撐接合形式 21 第三章 摩擦消能裝置與玻璃纖維棒試驗 22 3.1 簡介 22 3.1.1 摩擦消能裝置簡介 22 3.1.2 玻璃纖維簡介 22 3.2 摩擦消能裝置試驗 25 3.2.1 新型摩擦消能裝置 25 3.2.2 螺栓預張力控制方式 26 3.2.3 試驗裝置 27 3.2.4 試驗結果與分析 28 3.3 玻璃纖維棒試驗 30 3.3.1 玻璃纖維棒性質 30 3.3.2 預力夾頭 31 3.3.3 玻璃纖維棒極限強度拉伸試驗 32 3.3.4 玻璃纖維棒反覆載重試驗裝置與量測系統 33 3.3.5 玻璃纖維棒反覆載重試驗結果與分析 34 第四章 自復位斜撐試驗 36 4.1 前言 36 4.2 試體組裝流程 36 4.2.1 RCB_EF組裝流程 36 4.2.2 RCB_IF組裝流程 37 4.3 試體安裝流程 38 4.4 試驗裝置與設備 39 4.4.1 加載歷時 39 4.4.2 量測儀器 39 4.4.3 試驗計劃 40 4.5 RCB_EF試驗結果討論與分析比較 40 4.5.1 RCB_EF試驗裝置 40 4.5.2 RCB_EF試驗結果 41 4.5.3 RCB_EF_ED試驗結果 42 4.5.4 RCB_EF_bare試驗結果 42 4.5.5 拉壓差可能的原因 42 4.5.6 玻璃纖維棒的應變 44 4.5.7 RCB_EF試驗分析比較 45 4.6 RCB_IF試驗結果討論與分析比較 46 4.6.1 RCB_IF試驗裝置 46 4.6.2 RCB_IF試驗結果 46 4.6.3 RCB_IF_ED試驗結果 46 4.6.4 RCB_IF_bare試驗結果 47 4.6.5 拉壓差可能的原因 47 4.6.6 玻璃纖維棒的應變 49 4.6.7 RCB_IF試驗分析討論 50 第五章 自復位斜撐構架系統耐震性能研究 51 5.1 前言 51 5.2 自復位斜撐模型 51 5.3 自復位斜撐構架模型 53 5.3.1 構架分析流程 53 5.3.2 構架基本資料 53 5.4 構架分析結果討論 56 第六章 結論與建議 57 6.1 結論 57 6.2 建議 58 參考文獻 153 | |
| dc.language.iso | zh-TW | |
| dc.subject | 預力 | zh_TW |
| dc.subject | 位 | zh_TW |
| dc.subject | 摩擦消能 | zh_TW |
| dc.subject | 玻璃纖維 | zh_TW |
| dc.subject | 非線性動力分析 | zh_TW |
| dc.subject | 自動復 | zh_TW |
| dc.subject | post-tension | en |
| dc.subject | nonlinear time history analysis | en |
| dc.subject | GFRP | en |
| dc.subject | friction device | en |
| dc.subject | re-centering | en |
| dc.title | 自復位斜撐耐震性能研究 | zh_TW |
| dc.title | Seismic Performance of Re-Centering Brace | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 95-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 周中哲,陳誠直 | |
| dc.subject.keyword | 預力,自動復,位,摩擦消能,玻璃纖維,非線性動力分析, | zh_TW |
| dc.subject.keyword | post-tension,re-centering,friction device,GFRP,nonlinear time history analysis, | en |
| dc.relation.page | 154 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2007-07-25 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位： | 土木工程學系 | |
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