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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 | Jyun-Siang Jhang | en |
dc.contributor.author | 張竣翔 | zh_TW |
dc.date.accessioned | 2021-06-17T08:42:59Z | - |
dc.date.available | 2020-08-13 | |
dc.date.copyright | 2019-08-13 | |
dc.date.issued | 2019 | |
dc.date.submitted | 2019-08-07 | |
dc.identifier.citation | 【1】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,涂耀賢,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,NCREE-13-023,台北,2013。
【2】吳國瑋,「鋼筋混凝土構架內含填充磚牆之耐震補強研究」,碩士論文,國立台灣大學土木工程研究所,台北,2017。 【3】周煬,「RC構架內含填充磚牆之耐震補強研究」,碩士論文,國立台灣大學土木工程研究所,台北,2018。 【4】蔡旻欣,「窗型開口型式填入式磚牆材料與面內側向加載試驗」,碩士論文,國立成功大學建築研究所,台南,2016。 【5】董宜婷,「RC構架內含偏心開口填入式磚牆面內側推試驗與補強之驗證」,碩士論文,國立成功大學建築研究所,台南,2017。 【6】「建築物磚構造設計及施工規範」,中華民國內政部營建署,台內營字號第0960807106號,台北,2007。 【7】陳奕信,「含磚造RC建築結構之耐震診斷」,博士論文,國立成功大學建築研究所,台南,2003。 【8】Sheu, M. S., Chen, Y. H., and Kuo, H. Y., “Seismic Assessment of RC Street Buildings with Brick Walls, ”First EQTAP Hazard Assessment and Structural Mitigation Workshop, Tokyo, Japan, 2003. 【9】Sheu, M. S., Kubo, T., and Kuo, H. Y., “Seismic Evaluation and Its Verification of Street Buildings in Taiwan,” The 13th World Conference on Earthquake Engineering (13WCEE), Vancouver, B.C., Canada, Paper No. 2747, 2004. 【10】國家地震工程研究中心,「單棟大樓階段性補強技術手冊及示範案例規劃設計監造」期中報告書,內政部營建署,台北市,2019。 【11】Chiou, T. C. ,Hwang, S.J., Tu, Y. H.,Tu, Y. S. , 'A Simplified Assessment Model of Masonry Infill Piers.' Brick and Block Masonry: Proceedings of the 16th International Brick and Block Masonry Conference, Padova, Italy. , 2016, 1163-1171. 【12】Paulay, T. , and Priestley, M. J. N. , “Seismic Design of Reinforced Concrete and Masonry Buildings,” John Wiley & Sons, Inc. , New York, 744 pp., 1992. 【13】Chiou, T. C. and Hwang, S. J., “Tests on Cyclic Behavior of Reinforced Concrete Frames with Brick Infill, ”Earthquake Engineering and Structural Dynamics, Vol. 44, 2015, pp. 1939-1958. 【14】ASCE/SEI 41-13, “Seismic Evaluation and Retrofit of Existing Buildings (41-13),” American Society of Civil Engineers (ASCE), Reston, VA, 2014, 518 pp. 【15】FEMA 356, 'Prestandard and Commentary for the Seismic Rehabilitation of Buildings ', Federal Emergency Management Agency, Washington, D.C.,2000. 【16】ASTM C1314-14, 'Standard Test Method for Compressive Strength of Masonry Prisms. , ' ASTM International, West Conshohocken, PA, 2014. 【17】盧錦嫻,「校舍隔間磚牆面外耐震性能與碳纖維貼片補強之實尺寸實驗研究」, 碩士論文,國立台灣科技大學營建工程系,台北,2006。 【18】林建華,「鋼筋混凝土橋梁桿件剪力強度之耐震評估與補強」,碩士論文,國立台灣科技大學營建工程系,台北,2001。 【19】Lombard, J. C. B. Eng. “Seismic Strengthening and Repair of Reinforced Concrete Shear Wall using Externally Bonded Carbon Fiber Tow Sheets, ” Department of Civil and Environment Engineering, Carleton University, Canada, September 1999. 【20】國家地震工程研究中心(2005),TWBN-I262232,台北市:經濟部智慧財產局。 【21】喜利得股份有限公司,「混凝土結構用錨栓設計與解說」,台北市,科技圖書,2009。 【22】ACI 374.2R-13, “Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads, ” American Concrete Institute (ACI), Farmington Hills, MI., 2013, 22pp. 【23】Elwood, K. J., and Moehle, J. P., “Axial capacity model for shear damaged columns, ” ACI Structural Journal, Vol. 102, No. 4, pp. 578-587, 2005. 【24】Elwood, K. J., and Moehle, J. P., “Drift capacity of reinforced concrete columns with light transverse reinforcement, ” Earthquake Spectra, Vol. 21, No. 1, pp. 71-89, 2005. 【25】Moehle, J. P.; Elwood, K. J.; and Sezen, H., “Gravity Load Collapse of Building Frames during Earthquakes, ” S. M. Uzumeri Symposium: Behavior and Design of Concrete Structures for Seismic Performance, SP-197, S. A. Sheikh and O. Bayrak, eds., American Concrete Institute, Farmington Hills, pp.215-238, Mich., 2002. 【26】Sezen, H. and Moehle, J. P., “Shear strength model for lightly reinforcement concrete columns,” Journal of Structural Engineering, ASCE, Vol. 130, No. 11, 1692-1703, 2004. | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/74564 | - |
dc.description.abstract | 台灣位於環太平洋地震帶上,地處歐亞大陸板塊與菲律賓海板塊的交界,是地震活躍地區。台灣每年約發生18500次地震,其中也包含多次災害性地震。在勘災過程中發現許多老舊房屋內部之隔間牆多為磚造,且為符合使用情形多有窗型或門型開口。文獻也指出開口磚牆仍有其耐震能力,在地震過後開口磚牆會有破壞現象,其抗震能力會受到影響。為了確保開口填充磚牆之耐震能力,維持老舊建築之可用性以及安全性,有效且經濟的補強方法就變得重要,本研究旨在探討不同補強方式對於開口磚牆之補強效果。
本研究預計規劃五座試體,依照開口型式分為純開窗以及開門加開窗,兩種開口型式各有碳纖維補強及鋼構件補強兩種方式。根據試驗結果顯示,碳纖維補強方法能夠有效的使開口磚牆之邊界束制提升,進而使填入式磚牆之強度提高。而鋼構件補強方法,對於開口未連續處之弱面仍有可能會有滑移破壞,若產生滑移破壞則無法達到預計之補強效果。 本研究之分析模型採用撓剪破壞柱加上三面或四面圍束磚牆,於同位移下作強度疊加。對於試體之強度預測為保守且準確,但對於強度點之位移補強前有低估而補強後有高估之現象。 | zh_TW |
dc.description.abstract | Taiwan is located in the Pacific Rim seismic zone, at the junction of the Eurasia plate and the Philippine Sea plate, and is an active area of the earthquake. There are about 18,500 earthquakes in Taiwan each year, including many disastrous earthquakes. During the survey, many of the partition walls inside the old houses were built of bricks, and there were many windows or door openings to satisfy the usage. The literature also pointed out that brick walls with openings still has its ability to resist earthquakes. After the earthquake, the brick walls will be damaged, and its seismic capacity will be reduced. To ensure the seismic capacity of the brick walls and maintain the usability and safety of the old buildings, an effective and economical retrofitting method becomes important. This study aims to explore the retrofitting effect of different approaches on the brick infill with openings.
This study tested five specimens, which are divided into two opening types. The two opening types have carbon fiber retrofitting and steel member retrofitting. According to the test results, the carbon fiber retrofitting can effectively hold the boundary of the brick infill, thereby improving the strength of the brick wall. However, the steel member reinforcement method may still have slippage damage to the weak surface where the opening is not continuous, and if the slippage is broken, the expected retrofitting effect cannot be achieved. The analytical model of this study uses a shear-bending failure column plus three or four-sided confinement of brick walls, which are superimposed on the same displacement. The strength prediction of the specimen is conservative and reasonable, but there is an underestimation before the displacement of the strength point and an overestimation after the retrofitting. | en |
dc.description.provenance | Made available in DSpace on 2021-06-17T08:42:59Z (GMT). No. of bitstreams: 1 ntu-108-R06521204-1.pdf: 225007939 bytes, checksum: 6497e82eb852addb1df6ad89964e2b94 (MD5) Previous issue date: 2019 | en |
dc.description.tableofcontents | 誌謝 I
摘要 II Abstract III 目錄 V 表目錄 X 圖目錄 XII 第一章 緒論 1 1.1 研究動機與目的 1 1.2 研究方法與內容 2 第二章 文獻回顧 4 2.1 TEASPA 無開口磚牆評估模型 4 2.2 單棟大樓階段性補強技術手冊之開口磚牆評估模型 7 2.3 吳國瑋之填充磚牆補強試驗 9 2.4 周煬之填充磚牆補強試驗 10 2.5 盧錦嫻之CFRP補強 11 2.6 蔡旻欣之開口磚牆試驗 13 2.7 董宜婷之開口磚牆試驗 13 2.8 碳纖維貼片端部錨定系統 14 第三章 試體介紹 15 3.1 試驗規劃 15 3.2 試體設計 15 3.3 試體補強 16 3.3.1補強機制 16 3.3.2碳纖維貼片(CFRP)補強設計 18 3.3.2.1 CFRP層數計算 18 3.3.2.2 CFRP補強端部錨定設計 21 3.3.3鋼構件補強設計 22 3.3.3.1 L形角鋼及加勁版尺寸設計 23 3.3.3.2 H型鋼 25 3.4 試體及補強施作 26 3.4.1試體施作流程 26 3.4.2補強施作流程 27 3.4.2.1碳纖維貼片補強施作流程 27 3.4.2.2鋼構件補強施作流程:L形角鋼及三角加勁版 28 3.4.2.3鋼構件補強施作流程:H型鋼 29 3.5 測試佈置 30 3.5.1固定系統 30 3.5.2施力系統 30 3.5.3測試佈置組裝流程 31 3.6 量測系統規劃 32 3.6.1內部量測儀器 32 3.6.2外部量測儀器 32 3.7 測試流程 34 第四章 試驗結果與討論 36 4.1 材料試驗 36 4.1.1鋼筋抗拉試驗 36 4.1.2混凝土圓柱試體抗壓試驗 36 4.1.3磚塊抗壓試驗 37 4.1.4磚墩抗壓試驗 38 4.1.5砂漿抗壓試驗 38 4.1.6灰縫抗剪試驗 38 4.2 裂縫發展與破壞模式 39 4.2.1試體IDW 39 4.2.2試體IDW_CFRP 40 4.2.3試體IDW_STEEL 41 4.2.4試體IW_CFRP 42 4.2.5試體IW_STEEL 43 4.2.6開門加開窗試體補強前後裂縫比較 44 4.2.7開窗試體補強前後裂縫比較 45 4.3 側力與位移曲線關係 46 4.3.1試體IDW試驗遲滯迴圈結果討論 46 4.3.2試體IDW_CFRP試驗遲滯迴圈結果討論 47 4.3.3試體IDW_STEEL試驗遲滯迴圈結果討論 48 4.3.4試體IW_CFRP試驗遲滯迴圈結果討論 49 4.3.5試體IW_STEEL試驗遲滯迴圈結果討論 50 4.3.6開門加開窗系列各試體比較 51 4.3.7開窗系列各試體比較 52 4.4 應變計測量 53 4.4.1試體IDW應變計試驗結果討論 54 4.4.2試體IDW_CFRP應變計試驗結果討論 55 4.4.3試體IDW_STEEL應變計試驗結果討論 56 4.4.4試體IW_CFRP應變計試驗結果討論 57 4.4.5試體IW_STEEL應變計試驗結果討論 59 第五章 分析與討論 61 5.1構架柱分析模型 61 5.2磚牆分析模型 63 5.3分析值與試驗數據比較 64 5.3.1分析方法 64 5.3.2分析結果討論 64 第六章 結論與建議 67 6.1結論 67 6.2未來展望 68 參考文獻 69 | |
dc.language.iso | zh-TW | |
dc.title | RC構架內含填入式開口磚牆之耐震補強研究 | zh_TW |
dc.title | A Study on Seismic Retrofitting for Brick Infill in RC Frames with Openings | en |
dc.type | Thesis | |
dc.date.schoolyear | 107-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 鄭敏元,杜怡萱 | |
dc.subject.keyword | 填入式,開口磚牆,耐震補強,碳纖維補強,鋼構件補強, | zh_TW |
dc.subject.keyword | Infill,Brick wall with openings,Seismic retrofitting,carbon fiber retrofitting,Steel retrofitting, | en |
dc.relation.page | 271 | |
dc.identifier.doi | 10.6342/NTU201902620 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2019-08-07 | |
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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