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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 黃世建(Shyh-Jiann Hwang) | |
dc.contributor.author | Chien-Chuang Tseng | en |
dc.contributor.author | 曾建創 | zh_TW |
dc.date.accessioned | 2021-06-17T06:18:08Z | - |
dc.date.available | 2018-09-03 | |
dc.date.copyright | 2018-09-03 | |
dc.date.issued | 2018 | |
dc.date.submitted | 2018-08-20 | |
dc.identifier.citation | [1] 邱聰智,「低矮型鋼筋混凝土住宅結構耐震快速評估法之開發與驗證」,博士論文,國立台灣大學,土木工程系,台北,2015,177頁。
[2] 羅俊雄,鍾立來,黃炯憲,鄧崇任,葉錦勳,張順益,簡文郁,柴駿甫,劉季宇,廖文義,李政寬,黃富國,鄧慰先,翁作新,張國鎮,黃震興,「集集地震初步勘災報告」,國家地震工程研究中心研究報告,NCREE-99-027,台北(1999)。 [3] ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, Mich., 2014, 520 pp. [4] Weng, P. W.; Li, Y. A.; Tu, Y. S.; and Hwang, S. J., “Prediction of Lateral Load Displacement Curves for Reinforced Concrete Squat Walls Failed in Shear,” Journal of Structural Engineering, ASCE, Vol. 143, No.10, 2017. doi:10.1061/ (ASCE)ST.1943-541X.0001872. [5] Yeh, R. L.; Tseng C. C.; and Hwang, S. J., “Shear Strength of RC Vertical Wall Segments under Seismic Loading,” ACI Structural Journal, January, 2018 (accepted). [6] Tseng, C. C.; Hwang, S. J.; and Lu, W. Y., “ Shear strength prediction of reinforced concrete deep beams with web openings.” ACI Structural Journal, Vol. 114, No. 6, 2017, pp. 1569-1579. [7] Kong, F. K.; and Sharp, G. R., “Shear Strength of Lightweight Reinforced Concrete Deep Beams with Web Openings,” The Structural Engineer, Vol. 51, No. 8, 1973, pp. 267-275. [8] Kong, F. K.; and Sharp, G. R., “Structural Idealization for Deep Beams with Web Openings,” Magazine of Concrete Research, Vol. 29, No. 99, 1977, pp. 81-91. [9] Tan, K. H., Tong, K., and Tang, C. Y., “Consistent Strut-and-Tie Model of Deep Beams with Web Openings,” Magazine of Concrete Research, Vol. 55, No. 1, 2003, pp. 65-75. [10] 呂文堯,「鋼筋混凝土托架及含開口深梁剪力強度之研究」,博士論文,國立台灣科技大學,營建工程系,台北,2009,167頁。 [11] 呂文堯、游新旺、黃世建、曽建創、陳俊良、李宜勳,「鋼筋混凝土含開口深梁之剪力強度評估」,建築學報,第78期,2011,pp. 1-17。 [12] Kong, F. K.; and Sharp; G. R., Appleton; S. C., Beaumont, C. J.; and Kubik, L. A., 'Structural Idealization for Deep Beams with Web Openings: Further Evidence,' Magazine of Concrete Research, Vol. 30, No. 103, 1978, pp. 89-95. [13] Kong, F. K.; and Kubik, L. A., 'A Large Scale Tests on Reinforced Concrete Deep Beams with Web Openings,' University of Cambridge, Project Report CUED/C-Strut./TR. 80, 1979. [14] Guan, L. W.; and Kong, F. K., 'Analysis and Design of Reinforced Concrete Deep Beams,' Nanyang Technological University, Singapore, Applied Research Project RP 52/91, 1994. [15] Yang, K. H.; Eun, H. C.; and Chung, H. S., 'The Influence of Web Openings on The Structural Behavior of Reinforced High-Strength Concrete Deep Beams,' Engineering Structures, Vol. 28, No. 10, 2006, pp. 1825-1834. [16] 陳榮輝,「含開口時鋼筋混凝土深梁之剪力強度」,碩士論文,國立台灣科技大學,營建工程系,台北,2009,138頁。 [17] 日本建築學會,「鉄筋コンクリート構造計算規準‧同解說」,日本建築學會,東京都,日本,2010年6月,525頁。 [18] 蔡仁傑,「鋼筋混凝土開孔牆之側力位移曲線預測」,碩士論文,國立台灣大學,土木工程學系,台北,2015,181頁。 [19] 林永健,「開孔鋼筋混凝土剪力牆之側力位移曲線預測」,碩士論文,國立台灣大學,土木工程系,台北,2016,197頁。 [20] 周欣沛,「含邊界柱之鋼筋混凝土剪力牆側力位移曲線預測模型」,碩士論文,國立台灣大學,土木工程學系,台北,2017,179頁。 [21] 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。 [22] 王進財,「無邊界柱開口鋼筋混凝土剪力牆之耐震行為」,碩士論文,國立成功大學,建築研究所,台南,1990,229頁。 [23] 楊欽富,「含邊界柱開口鋼筋混凝土剪力牆之耐震行為」,碩士論文,國立成功大學,建築研究所,台南,1991,233頁。 [24] 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,443頁。 [25] Ono, M., and Tokuhiro, I., “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 1992, pp. 119-129. [26] 陳力平,「含開口RC牆非韌性構架之耐震行為研究」,碩士論文,國立台灣大學,土木工程系,台北,2002,154頁。 [27] Hwang, S. J.; and Lee, H. J., “Strength Prediction for Discontinuity Regions Failing in Diagonal Compressions by Softened Strut-and-Tie Model, ” Journal of Structural Engineering, ASCE, Vol. 128, No. 12, 2002, pp. 1519-1526. [28] Hwang, S. J.; Tsai, R. J.; Lam, W. K.; and Moehle, J. P., “Simplification of Softened Strut-and-Tie Model for Strength Prediction of Discontinuity Regions,” ACI Structural Journal, Vol. 114, No. 5, 2017, pp. 1239-1248. [29] Sezen, H.; and Moehle, J. P., “Seismic tests of concrete columns with light transverse reinforcement.” ACI Structural Journal, Vol. 103, No. 6, 2006, pp. 842-849. [30] Benjamin, J. R.; and Williams, H. A., “Behavior of one-story reinforced concrete shear walls.” Journal of the Structural Division, Vol. 83, No. 3, 1957, pp. 1-49. [31] Lehman, D. E.; and Moehle, J. P., “Seismic performance of well-confined concrete bridge columns.” PEER 1998/01, Pacific Earthquake Engineering Research Center, California, 2000, 295 pp. [32] Paulay, T.; and Priestley, M. J. N., “Seismic design of reinforced concrete and masonry buildings.” Wiley, New York, 1992, 744 pp. [33] Hwang, S. J.; Fang, W. H.; Lee, H. J.; and Yu, H. W., “Analytical model for predicting shear strength of squat walls. ” Journal of Structural Engineering, ASCE, Vol. 127, No. 1, 2001, pp. 43-50. [34] Li, Y. A.; and Hwang, S. J., “Prediction of lateral load displacement curves for reinforced concrete short columns failed in shear.” Journal of Structural Engineering, ASCE, 2016, doi:10.1061/(ASCE)ST.1943-541X.0001656 , 04016164. [35] ASCE., “Seismic evaluation and retrofit of existing buildings (41-13).” ASCE/SEI 41-13, Reston, VA, 2014. [36] Elwood, K. J.; and Moehle, J. P., “Axial capacity model for shear-damaged columns.” ACI Structural Journal, Vol. 102, No. 4, 2005, pp. 578-587. [37] Wallace, J. W.; Elwood, K. J.; and Massone, L. M., “Investigation of the axial load capacity for lightly reinforced wall piers.” Journal of Structural Engineering, ASCE, Vol. 134, No. 9, 2008, pp. 1548-1557. [38] Li, Y. A.; Huang, Y. T.; and Hwang, S. J., “Seismic response of reinforced concrete short columns failed in shear.” ACI Structural Journal, Vol. 111, No. 4, 2014, pp. 945-954. [39] Collins, M.P.; and Mitchell, D., ”Prestressed Concrete Basics.” Canadian Precast Prestressed Concrete Institute, Ottawa, Ontario, Canada, 1987, 614 pp. [40] 徐侑呈,「開孔鋼筋混凝土剪力牆側力位移曲線之研究」,碩士論文,國立台灣大學,土木工程學系,台北,2018。 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/71992 | - |
dc.description.abstract | 私有住宅建築為顧及隱密性與使用性,在建築內部有大量隔戶牆、梯間牆、屋後開孔牆等剪力牆構件,這些構件的側向勁度與既有梁柱構架相比差異甚大,足以影響既有梁柱構架的基本特性。由台灣傳統街屋與校舍建築之田野調查統計顯示,傳統街屋其牆與樓地板面積比(牆量比),明顯高於校舍建築之牆量比,若將開口RC牆的貢獻忽略不計,實為不恰當的作法。因此,欲合理且有效地評估私有住宅之耐震能力,掌握開口RC牆之行為實為相當重要的一環。
而開口RC牆之行為非常複雜,故本研究先針對開口RC深梁剪力強度之預測進行相關研究。其計算過程不須迭代,且可預測破壞模式及所對應的位置。本研究的建議方法係以壓拉桿的觀念為基礎,明確定義含開口鋼筋混凝土深梁之剪力傳遞路徑,再以勁度分配的概念,來估算開口上下方兩傳遞路徑之剪力比值。其可預測鋼筋混凝土因軟化而遭擠碎、鋼筋拉力降伏及混凝土開裂等破壞模式,及其所對應的破壞位置。由於本文建議模型具有明確之物理意義,且僅需簡易算術式之計算,故有利於工程師於實務上之應用。 本研究對開口RC牆側力位移曲線的建立,係延續開口RC深梁的剪力傳遞概念,進而應用在開口RC牆側力位移曲線的評估上,並針對現有已發展的評估模型,提出更適用於含邊界構材之開口RC牆側力位移曲線的建議修正模型,修正模型力求簡單明確,期望能更適用於國內既有的低矮型RC建築。 | zh_TW |
dc.description.abstract | Reinforced concrete walls are commonly used in private residential buildings. Due to functional requirement, walls with openings are often required for these walls with the openings such as partition walls, walls near the stair, and backside exterior walls. The lateral stiffness of these walls with the openings is far greater than the pure frames. It cause to control the basic characteristics of the existing structures. According to the field investigation statistics of traditional street houses and school buildings in Taiwan, the ratio of wall to floor area of traditional street houses is significantly higher than that of school buildings. It is unsuitable, if the contribution of RC walls with the openings is neglected. Therefore, in order to reasonably and effectively evaluate the seismic resistance of private residential buildings, it is a very important part to master the behavior of the RC walls with openings.
The behavior of the RC walls with the openings is very complicated. Therefore, this study firstly studies the prediction of the shear strength of reinforced concrete deep beam with web openings and to evaluate the associated failure mode and its corresponding position. The proposed method aims to define the shear transfer paths in reinforced concrete deep beams with web openings based on the strut-and-tie concept, and to distribute the shears among the transfer paths above and below the web openings based on the stiffness ratios. This method can predict several failure modes including reinforced concrete crushing, yielding of reinforcement and splitting of concrete. Moreover, the proposed model has significant physical configurations with simple calculations making it suitable for applications in engineering practice. The study establishes the lateral load deflection curve of reinforced concrete wall with openings, base on the shear force transfer mechanism of reinforced concrete deep beam with web openings, and then applies it to the seismic evaluation of reinforced concrete wall with openings with boundary element, and proposes more suitable for the existing developed evaluation model. The proposed model is intended to be simple and clear, and it is expected to be more suitable for the existing low-rise reinforced concrete buildings in Taiwan. | en |
dc.description.provenance | Made available in DSpace on 2021-06-17T06:18:08Z (GMT). No. of bitstreams: 1 ntu-107-D98521026-1.pdf: 5109866 bytes, checksum: e3100862d42dc1ee606bdd19f3c40c86 (MD5) Previous issue date: 2018 | en |
dc.description.tableofcontents | 致謝 v
摘要 vii ABSTRACT viii 目錄 xi 表目錄 xv 圖目錄 xvii 第一章 緒論 1 1.1 研究背景與目的 1 1.2 研究方法與內容 2 第二章 文獻回顧 5 2.1開口RC深梁之文獻回顧 5 2.1.1 Kong和Sharp [7]實驗及經驗公式文獻 5 2.1.2 Kong和Sharp [8]實驗及經驗公式文獻 6 2.1.3 Tan等人[9]之開口RC深梁剪力強度評估文獻 7 2.1.4 呂文堯[10-11]之開口RC深梁剪力強度評估文獻 10 2.1.5 陳榮輝[16]實驗文獻 11 2.2開口RC牆之文獻回顧 11 2.2.1美國混凝土學會ACI 318-14[3]規範 12 2.2.2 Weng等人[4]之無開口RC牆側力位移曲線評估文獻 13 2.2.3 Yeh等人[5]之剪力強度評估文獻 13 2.2.4蔡仁傑[18]、林永健[19]及周欣沛[20]之開口RC牆側力位移曲線評估文獻 14 2.2.5王進財[22]、楊欽富[23]實驗文獻 14 2.2.7杜昱石[24]實驗文獻 15 2.2.8 Ono and Tokuhiro[25]實驗文獻 15 2.2.6陳力平[26]實驗文獻 16 第三章 開口RC深梁之剪力強度評估模型 29 3.1 前言 29 3.2 本研究建議之分析方法 31 3.2.1 壓拉桿模型之建立 31 3.2.2 傳遞路徑之剪力勁度分配 32 3.2.3 開口深梁之破壞模式與剪力強度評估 34 3.2.4 試體N4-B剪力強度計算範例 40 3.3 分析模型驗證與比較 41 3.4 小結 47 第四章 開口RC牆側力位移曲線評估模型 61 4.1 無開口RC牆之側力位移曲線模型 62 4.2 垂直牆段之高度計算與幾何限制 68 4.2.1 垂直牆段之高度計算 68 4.2.2 垂直牆段傳力機制之幾何限制 71 4.3 開口RC牆之側力位移曲線評估模型 72 第五章 開口RC牆之評估模型驗證與比較 85 5.1美國混凝土學會ACI 318-14剪力計算 85 5.1.1美國混凝土學會ACI 318-14剪力計算公式 85 5.1.2 剪力強度計算結果 86 5.1.3 剪力強度計算結果之比較與討論 88 5.2開口RC牆側力位移曲線模型驗證(分析1) 90 5.3新建低矮型建築之開口RC牆評估模型(分析1及分析2) 91 5.4既有低矮型建築之開口RC牆評估模型(分析3、分析4及分析5) 93 5.5開口RC牆側力位移曲線模型之後續討論(分析6) 95 第六章 結論與建議 119 6.1 結論 119 6.1.1 開口RC深梁之剪力強度評估模型 119 6.1.2 開口RC牆之側力位移曲線評估模型 120 6.2 未來研究與建議 121 參考文獻 123 | |
dc.language.iso | zh-TW | |
dc.title | 含開口鋼筋混凝土深短構件剪力行為之研究 | zh_TW |
dc.title | Study on the Shear Behaviors of Reinforced Concrete Deep Members with Openings | en |
dc.type | Thesis | |
dc.date.schoolyear | 106-2 | |
dc.description.degree | 博士 | |
dc.contributor.oralexamcommittee | 蔡克銓(Keh-Chyuan Tsai),張國鎮(Kuo-Chun Chang),鍾立來(Lap-Loi Chung),歐昱辰(Yu-Chen Ou),鄭敏元(Min-Yuan Cheng) | |
dc.subject.keyword | 鋼筋混凝土,開口深梁,剪力強度,開口牆,開孔牆,側力位移曲線,軟化壓拉桿模型,邊界構材, | zh_TW |
dc.subject.keyword | reinforced concrete,deep beam with opening,shear strength,wall with opening,lateral load deflection curve,softened strut and tie model,boundary element, | en |
dc.relation.page | 127 | |
dc.identifier.doi | 10.6342/NTU201804043 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2018-08-20 | |
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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