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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
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dc.contributor.advisor | 黃世建(Shyh-Jiann Hwang) | |
dc.contributor.author | Ren-Jie Tsai | en |
dc.contributor.author | 蔡仁傑 | zh_TW |
dc.date.accessioned | 2021-05-14T17:45:58Z | - |
dc.date.available | 2015-08-10 | |
dc.date.available | 2021-05-14T17:45:58Z | - |
dc.date.copyright | 2015-08-10 | |
dc.date.issued | 2015 | |
dc.date.submitted | 2015-07-01 | |
dc.identifier.citation | [1] Westenenk, B., de la Llera, J. C., Besa, J. J., Jünemann, R., Moehle, J. P., Lüders, C., Inaudi, J. A., Elwood, K. J., and Hwang, S. J., (2012). “Response of Reinforced Concrete Buildings in Concepción during the Maule Earthquake,” Earthquake Spectra, June, Vol. 28, No. S1, pp. S257-S280.
[2] ACI Committee 318, (2014). “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, Mich., 519 pp. [3] Ono, M and Tokuhiro, I (1992), “A proposal of Reducing Rate for Strength Due to Opening Effect of Reinforced Concrete Framed Shear Walls”, Journal of Struc. Constr. Engng, AIJ, No.453, May, pp119-129 [4] 杜昱石,「低矮鋼筋混凝土街屋具典型開口外牆之耐震行為研究」,碩士論文,國立台灣科技大學,營建工程系,台北,民國103年6月,403頁。 [5] 洪詩晴,「高強度鋼筋於低矮剪力牆往復載重型為研究」,碩士論文,國立台灣科技大學,營建工程系,台北,民國104年4月,111頁。 [6] 李宏仁,黃世建,「鋼筋混凝土結構不連續區域之剪力強度評估—軟化壓拉桿模型簡算法之實例應用」,結構工程,第17卷,第4期,2002,第53-70頁。 [7] Hwang, S. J. and Lee, H. J., 'Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie Model,' Journal of Structural Engineering, ASCE, V. 128, No. 12, Dec., 2002, pp. 1519-1526. [8] 蕭輔沛,鍾立來,葉勇凱,簡文郁,沈文成,邱聰智,周德光,趙宜峰,翁樸文,楊耀昇,褚有倫,凃耀賢,柴駿甫,黃世建,「校舍結構耐震評估與補強技術手冊(第三版)」,國家地震工程研究中心研究報告,NCREE 13-023,台北,2013。 [9] Paulay, T. and Priestley, M. J. N., 'Seismic Design of Reinforced Concrete and Masonry Buildings,' John Wiley & Sons, Inc., New York, 1992, 744 pp. [10] Hwang, S. J. and Lee, H. J., “Analytical Model for Predicting Shear Strength of Exterior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, V. 96, No. 5, 1999, pp. 846-857 [11] Hwang, S. J. and Lee, H. J., “Analytical Model for Predicting Shear Strength of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, V. 97, No. 1, 2000, pp. 35-44 [12] “Strut-and-Tie Models for Design of Structural Concrete,” Notes of Workshop, Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan, 1996, 140 pp. [13] Zhang, L. X. B. and Hsu, T. T. C., ”Behavior and Analysis of 100 MPa Concrete Member Elements,” Journal of Structural Engineering, ASCE, V. 124, No. 1, 1998, pp. 24-34. [14] Vecchio, F. and Collins, M., “Compression Response of Cracked Reinforced Concrete,” Journal of Structural Engineering, ASCE, V. 119, No. 12, 1993, pp.3590-3610. [15] Jack Moehle., “Seismic Design of Reinforced Concrete Buildings,” McGraw-Hill Education, 2015, 760 pp. [16] 李翼安、邱聰智、蕭輔沛、黃世建,「鋼筋混凝土短柱受剪破壞之耐震評估研究」,結構工程,第29卷,第1期,2014,第45-62頁。 [17] ASCE/SEI 41-06, 'ASCE/SEI 41-06 Seismic Rehabilitation of Existing Buildings Supplement 1,' American Society of Civil Engineers (ASCE), Reston, VA, 2008, 410 pp. [18] 李宏仁,陳正誠,朱瑞祥,吳鎮宇,(2010). 梯間牆對低層RC造沿街連棟建築物耐震性能之影響,內政部建築研究所,台北市。 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/4726 | - |
dc.description.abstract | 現今建築結構中常配置許多外牆與隔間牆。但是因為使用性的需求,這些牆具有大量的門或窗開口。由於當今工程界對於開口牆之耐震能力不甚了解,故於耐震分析與設計上常將開口牆之貢獻予以忽略或是過度折減使用,造成住宅建築之耐震能力被嚴重低估,這對建築結構之耐震設計、評估與補強工作非常不利。所以本研究建議一套評估開口牆側力位移曲線的方法,模擬開口牆於剪力破壞下之耐震行為。
本研究建議之開口牆側力位移曲線分析模型,係利用開口造成幾何不連續斷面切割出的區塊,從中決定關鍵桿件與傳力路徑。所謂關鍵桿件係指垂直牆段、牆墩與柱,本研究對建立傳力路徑之規則提出建議,更對牆段側力位移曲線之預測提出有效簡化的方法。傳力路徑之勁度係對路徑內各桿件之勁度作串聯而得,開口牆之勁度則對所有路徑之勁度作並聯而得。透過勁度之比例關係,可將關鍵桿件之側力位移曲線轉換為路徑之側力位移曲線,再將各路徑之側力位移曲線作疊加,則得開口牆之側力位移曲線。 為了驗證建議之開口牆分析模型的準確性,本研究蒐集了國內外開口牆之實驗數據共兩篇,並分析其開口牆試體。整體分析結果與實驗數據比較,可看到有合理之預測值。本研究建議剪力牆開口之分析模型,其計算程序簡易且能合理預測開口牆之側力位移曲線,其有助於工程結構設計以及評估。 | zh_TW |
dc.description.abstract | Reinforced concrete walls are commonly used in modern residential buildings. Due to functional requirement, openings of doors and windows are often required for these walls. Since the seismic behavior of walls with openings is still unclean to engineers, the walls with openings are often neglected during seismic assessment. Ignoring the seismic resistance of walls with openings will highly underestimate the seismic capacity of residential buildings. It is detrimental for seismic design and retrofitting of building structures. This study proposed a simple analytical model for lateral load-deflection curve of walls with openings subjected to shear failures.
Openings usually create weak zones within wall panels. The proposed model is applicable only to the walls with a single weak zone consisting of vertical wall segments, wall piers and columns. The lateral load-deflection curves of these key elements are first estimated individually and then combined based on the shear stiffness of elements. The rules to select load paths and formation of stiffness relationship and suggested in this study. In order to verify the propose model, two series of tests of RC walls with openings are compared with analytic results. It can be shown that the propose model can yield reasonable prediction of lateral load-deflection curves. The proposed model is simple and useful for seismic design and retrofitting of RC residual buildings. | en |
dc.description.provenance | Made available in DSpace on 2021-05-14T17:45:58Z (GMT). No. of bitstreams: 1 ntu-104-R02521224-1.pdf: 62679479 bytes, checksum: 55dd4de3eb4f27d57f29c6abcdd40d8c (MD5) Previous issue date: 2015 | en |
dc.description.tableofcontents | 口試委員審定書 i
誌謝 iii 中文摘要 v 英文摘要 vii 目錄 ix 圖目錄 xiii 表目錄 xix 第一章 簡介 1 1.1 研究動機與目的 1 1.2 研究內容與方法 2 第二章 文獻回顧 5 2.1美國混凝土學會ACI 318-14 5 2.2校舍結構耐震評估與補強技術手冊第三版 6 2.2.1 剪力牆之開裂點 6 2.2.2 剪力牆之強度點 8 2.2.3 剪力牆之崩塌點 9 2.3軟化壓拉桿模型 9 2.3.1 軟化壓拉桿模型精算法 9 2.3.2軟化壓拉桿模型簡算法 11 2.4國內外對開口牆之實驗文獻 12 2.4.1 Ono and Tokuhiro [3] 12 2.4.2 杜昱石實驗文獻[4] 13 第三章 剪力牆抗剪強度預測之簡化 15 3.1壓拉桿指標 的簡化 15 3.2剪力元素內主拉應變 之簡化 22 3.3最低彈性鋼筋比 23 3.4 測試資料驗證 25 第四章 開口剪力牆分析模型 29 4.1 剪力牆側力位移曲線 29 4.1.1 開裂點 29 4.1.2 強度點 31 4.1.3 崩塌點 33 4.2 開口牆之強度關鍵桿件 33 4.3 開口牆之傳力路徑與剪力元素 34 4.4 剪力元素勁度 36 4.5 傳力路徑之勁度 37 4.6 開口剪力牆之側力位移曲線 38 4.7 簡易之側力位移曲線 38 第五章 實驗驗證 41 5.1 Ono and Tokuhiro [3]測試結果比較 41 5.2 特殊開口牆試體 57 5.3 杜昱石[4]測試結果之比較 59 第六章 試體設計規劃 71 6.1 洪詩晴[5]之實驗結果 71 6.2 試體設計 72 6.3 預測側力位移曲線 73 第七章 結論與建議 79 7.1 結論 79 7.2未來期望與建議 80 參考文獻 81 符號表 85 附錄 A A-1 附錄 B B-1 附錄 C C-1 | |
dc.language.iso | zh-TW | |
dc.title | 鋼筋混凝土開孔牆之側力位移曲線預測 | zh_TW |
dc.title | Prediction of Lateral Load Deflection Curve of Reinforced Concrete Wall with Openings | en |
dc.type | Thesis | |
dc.date.schoolyear | 103-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 李宏仁,歐昱辰,鍾立來 | |
dc.subject.keyword | 鋼筋混凝土,開口牆,側力位移曲線,軟化壓拉桿模型,傳力路徑, | zh_TW |
dc.subject.keyword | reinforced concrete,wall with opening,lateral load deflection curve,soften strut and tie model,transfer mechanism, | en |
dc.relation.page | 181 | |
dc.rights.note | 同意授權(全球公開) | |
dc.date.accepted | 2015-07-02 | |
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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