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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 | Hsuan Yu | en |
dc.contributor.author | 郁琁 | zh_TW |
dc.date.accessioned | 2021-06-16T04:00:46Z | - |
dc.date.available | 2020-08-25 | |
dc.date.copyright | 2020-08-25 | |
dc.date.issued | 2020 | |
dc.date.submitted | 2020-07-30 | |
dc.identifier.citation | 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. ACI Committee 318 (2019). “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19).” American Concrete Institute, Farmington Hills, Mich., 623 pp. ASCE (2014). “Seismic Evaluation and Retrofit of Existing Buildings (41-13).” American Society of Civil Engineers, ASCE/SEI 41-13, Reston, VA., 518 pp. ASCE (2017). “Seismic Evaluation and Retrofit of Existing Buildings (41-17).” American Society of Civil Engineers, ASCE/SEI 41-17, Reston, VA., 576 pp. Abdullah, S. A. (2019). “Reinforced Concrete Structural Walls: Test Database and Modeling Parameters.” Ph.D. Dissertation, Department of Civil Engineering, University of California, Los Angeles., CA. Altin, S., Anil, O., Kopraman, Y., and Kara, M. E. (2013). “Hysteretic behavior of RC shear walls strengthened with CFRP strips.” Elsevier, Composites: Part B, Vol. 44, 321-329 pp. Collins, M. P., and Mitchell, D. (1987). “Prestressed Concrete Basics.” Canadian Precast Prestressed Concrete Institute, Ottawa, Ontario, Canada, 614 pp. Elwood, K. J., and Moehle, J. P. (2005). “Axial Capacity Model for Shear-Damaged Columns.” ACI Structural Journal, 102(4), 578-587 pp. Habibi, F., Sheikh, S. A., Vecchio, F., and Panesar, D. K. (2018). “Effects of Alkali-Silica Reaction on Concrete Squat Shear Walls.” ACI Structural Journal, 115(5), 1329-1339 pp. Hidalgo, P. A., Ledezma, C. A., and Jordan, R. M. (2002). “Seismic Behavior of Squat Reinforced Concrete Shear Walls.” Earthquake Spectra, 18(2), 287-308 pp. Hwang, S. J., and Lee, H. J. (2002). “Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie Model.” Journal of Structural Engineering, ASCE, 128(12), 1519-1526 pp. Hwang, S. J., Tsai, R. J., Lam, W. K., and Moehle, J. P. (2017). “Simplification of Softened Strut-and-Tie Model for Strength Prediction of Discontinuity Regions.” ACI Structural Journal, 114(5), 1239-1248 pp. Ireland, M. (2007). “Approach for the Seismic Retrofit of Reinforced Concrete Structural Walls.” M.S. Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. Lehman, D. E., and Moehle, J. P. (2000). “Seismic Performance of Well-Confined Concrete Bridge Columns.” PEER 1998/01, Pacific Earthquake Engineering Research Center, Berkeley, CA., 295 pp. Li, Y. A., and Hwang, S. J. (2017). “Prediction of Lateral Load Displacement Curves for Reinforced Concrete Short Columns Failed in Shear.” Journal of Structural Engineering, ASCE, 143(2), 10.1061/(ASCE)ST.1943-541X.0001656. 04016164. Looi, D. T. W., Su, R. K. L., Cheng, B., Tsang, H. H. (2017). “Effects of Axial Load on Seismic Performance of Reinforced Concrete Walls with Short Shear Span.” Engineering Structures, 151, 312-326 pp. Looi, D. T. W. (2017). “Seismic Axial Collapse of Short Shear Span Reinforced Concrete Shear Walls.” Ph.D. Dissertation, Department of Civil Engineering, University of Hong Kong, Hong Kong. Lopes, M. M. P. S. (1991). “Seismic Behavior of Reinforced Concrete Walls with Low Shear Ratio.” Ph.D. Dissertation, Department of Civil Engineering, University of London, London. Massone, L. M. (2006). “RC Wall Shear-Flexure Interaction: Analytical and Experimental Responses.” Ph.D. Dissertation, University of California, Los Angeles, CA., 398 pp. 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, 119-129 pp. Paulay, T., and Priestley, M. J. N. (1992). Seismic Design of Reinforced Concrete and Masonry Buildings. Wiley, New York, 744 pp. Terzioglu, T. (2011). “Experimental Evaluation of the Lateral Load Behavior of Squat Structural Walls.” M.S. Thesis, Bogaziçi University, Istanbul, Turkey. Wallace, J. W., Elwood, K. J., and Massone, L. M. (2008) “Investigation of the Axial Load Capacity for Lightly Reinforced Walls Piers.” Journal of Structural Engineering, ASCE, 134(9), 1548-1557 pp. Weng, P. W., Li, Y. A., Tu, Y. S., and Hwang, S. J. (2017). “Prediction of the Lateral Load- Displacement Curves for Reinforced Concrete Squat Walls Failing in Shear.” Journal of Structural Engineering, ASCE, 143(10), 10.1061/(ASCE)ST.1943-541X.0001872. Yeh, R. L., Tseng, C. C., and Hwang, S. J. (2018). “Shear Strength of Reinforced Concrete Vertical Wall Segments under Seismic Loading.” ACI Structural Journal, 115(5), 1485-1494 pp. 山口圭二、小野正行、江崎文也 (2001),「有開ロ耐震壁の力学性状に及ぼす載荷速度の影響に関する実験的研究」,日本建築学会大会学術講演梗概集,關東,9月,第561-562頁。 小野正行、德広育夫 (1996),「開口壁の水平耐力の評価に関する研究」,コンクリート工学論文集,第7巻,第2号,第53-63頁。 中國土木水利工程學會 (2011),「混凝土工程設計規範與解說 (土木401-100)」,科技圖書股份有限公司,臺北。 李翼安(2013),「鋼筋混凝土短柱受剪破壞之側力位移曲線研究」,博士論文,國立臺灣大學,土木工程學系,臺北,175頁。 林永健(2016),「開孔鋼筋混凝土剪力牆之側力位移曲線預測」,碩士論文,國立臺灣大學,土木工程學系,臺北,197頁。 松岡良智、江崎文也、小野正行 (2003),「有開ロ耐震壁の力学性状に及ぼす載荷速度の影響」,コンクリート工学年次論文集,Vol. 25,No. 2,第601-606頁。 吳怡謙(2017),「高強度鋼筋混凝土開孔剪力牆裂縫控制之研究」,碩士論文,國立臺灣大學,土木工程學系,臺北,164頁。 徐侑呈(2018),「開孔鋼筋混凝土剪力牆側力位移曲線之研究」,碩士論文,國立臺灣大學,土木工程學系,臺北,264頁。 曹君婕(2018),「鋼筋混凝土剪力牆破壞與倒塌行為研究」,碩士論文,國立臺灣大學,土木工程學系,臺北,249頁。 葉柔伶(2017),「開孔鋼筋混凝土剪力牆耐震能力提升之研究」,碩士論文,國立臺灣大學,土木工程學系,臺北,146頁。 德田俊宏、小野正行、江崎文也 (2000-a),「一定速度の水平力を受けるRC有開ロ耐震壁の履歴性状」,コンクリート工学年次論文集,Vol. 22,No. 3,第445-450頁。 德田俊宏、小野正行、江崎文也 (2000-b),「一定速度載荷を受けるRC有開口耐震 壁の履歴性状 その2有開口耐震壁の場合」,日本建築学会大会学術講演梗概集,東北, 9月,第743-744頁。 蔡仁傑(2015),「鋼筋混凝土開孔牆之側力位移曲線預測」,碩士論文,國立臺灣大學,土木工程學系,臺北,181頁。 簑田裕久、小野正行、江崎文也、阿部浩一 (1998),「有開ロ耐震壁の弾塑性性状に及ぼす載荷速度の影響に関する実験的研究」,日本建築学会大会学術講演梗概集,九州,9月,第873-876頁。 賴冠宇(2020),「鋼筋混凝土開孔牆剪壞之倒塌實驗研究」,碩士論文,國立臺灣大學,土木工程學系,臺北,262頁。 謝佳霖(2019),「鋼筋混凝土牆剪力破壞之倒塌位移研究」,碩士論文,國立臺灣大學,土木工程學系,臺北,253頁。 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/55406 | - |
dc.description.abstract | 臺灣位於環太平洋地震帶上,地震發生頻繁,而且由於人口稠密,集合住宅甚多,若地震造成建築物倒塌時,其所受影響之人口眾多。而住宅建築為顧及生活性及私密性等需求,經常在建築內部增設各種用途的牆體,且為配合採光需求,在住宅外部亦有大量開門或開窗部分,這些牆體具有極高之側向勁度與強度;由過去震損照片可以發現,部分建築雖然歪斜,但並未直接倒塌破壞,其原因為該建築內部有大量剪力牆扶持,藉此提高建築物側向位移能力。因此,剪力牆能夠歸類為結構物抗倒塌破壞之關鍵構材,若是了解其側力位移行為,能夠使結構分析更加貼近建築真實反應,以準備更完善的防範策略。 為了發展完整之剪力牆側力位移曲線模型,本研究延續先前對未開孔及開孔牆之研究。針對未開孔牆部分,嘗試蒐集更多剪力牆實驗文獻,並採用不同於過去以強度點分析值模擬倒塌位移之方式,改以強度點實驗值模擬倒塌位移之方法,以此來降低分析時的誤差;針對開孔牆部分,本研究提出將剪力變形、撓曲變形及滑移變形分開評估之方式,並且初步探討開孔牆側向倒塌行為。 | zh_TW |
dc.description.abstract | Located in Circum-Pacific seismic zone, Taiwan has experienced lots of earthquakes. Due to the high density of population, it will cause a terrible impact if a large earthquake occurs. Huge amounts of reinforced concrete wall were used in residential building in Taiwan to fulfill the high demand of serviceability and privacy. Additionally, in conformity with the needs of lights, there were lots of door-opened or window-opened on the exterior wall of the buildings. Those walls have high lateral stiffness and strength. Also, from the photos of earthquake damage in the past, we can find out that some of the buildings were not failed to collapse despite they were slant. The reason is there were abundant amount of shear walls producing lateral resistance in the buildings. They can improve the ability of lateral resistance of the buildings. Therefore, shear wall can be considered as the key member against collapse of a structure. To make the structural analysis closer to the real reaction of the structure, understanding the lateral load-displacement behavior of shear wall is necessary. In order to investigate the completed lateral load-displacement model of shear wall, this research extends the study of the shear walls with and without openings. For wall without opening, besides collecting more experimental data on the collapse test of shear wall, so as to prevent error of analytical collapse displacement, the regression of the collapse displacement parameter is changed to fit the relationship between the test value of strength point and collapse point. On the other hand, for wall with opening, the proposed model mentions a concept that separating the evaluation of shear, flexure and slip displacement, then investigate the lateral collapse behavior of shear wall with opening. | en |
dc.description.provenance | Made available in DSpace on 2021-06-16T04:00:46Z (GMT). No. of bitstreams: 1 U0001-3007202011422800.pdf: 15354339 bytes, checksum: cccfb7d2d91bbe785d4b4aa5d8186074 (MD5) Previous issue date: 2020 | en |
dc.description.tableofcontents | 口試委員審定書 i 誌謝 iii 摘要 v Abstract vi 目錄 vii 表目錄 xi 圖目錄 xiii 第一章 緒論 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 4 2.1 美國混凝土學會ACI 318-19規範 (2019) 4 2.2 美國土木工程師學會ASCE/SEI 41-17 (2017) 5 2.3 Weng et al. (2017) 剪力牆之三線性側力位移曲線 7 2.3.1 開裂點 (Cracking Point) 7 2.3.2 強度點 (Strength Point) 9 2.3.3 崩塌點 (Collapse Point) 11 2.3.4 Lopes (1991)和Hidalgo et al. (2002)之實驗資料 11 2.4 曹君婕(2018) 鋼筋混凝土剪力牆倒塌位移預測 12 2.4.1 分析一 12 2.4.2 分析二 13 2.5 謝佳霖(2019) 鋼筋混凝土剪力牆倒塌位移預測 14 2.5.1 強度點位移 14 2.5.2 崩塌點位移 15 2.6 Wallace et al. (2008) 低配筋量垂直牆段之崩塌位移 16 2.7 Abdullah (2019) 垂直牆段軸向破壞之崩塌位移 18 2.8 蔡仁傑(2015) 開孔鋼筋混凝土牆側力位移曲線模型 18 2.8.1 開孔牆之關鍵桿件 19 2.8.2 開孔牆選取關鍵桿件與建立傳力路徑之方式 19 2.8.3 剪力元素之勁度 20 2.8.4 彈簧串、並聯模型 20 2.9 林永健(2016) 開孔剪力牆側力位移曲線分析模型 21 2.9.1 水平力之節點力平衡 22 2.9.2 垂直力之節點力平衡 24 2.10 Yeh et al. (2018) 開孔剪力牆垂直牆段修正模型 24 2.11 徐侑呈(2018) 開孔剪力牆側力位移曲線修正模型 25 2.12 國內外對鋼筋混凝土剪力牆之實驗文獻 26 2.12.1 Massone (2006) 26 2.12.2 Looi (2017) 27 2.12.3 Terzioglu (2011) 27 2.12.4 曹君婕 (2018) 28 2.12.5 謝佳霖 (2019) 28 2.12.6 Habibi (2018) 29 2.12.7 Ireland (2007) 29 2.12.8 Altin (2013) 30 2.12.9 吳怡謙 (2017) 30 2.12.10 Ono and Tokuhiro (1992) 30 2.12.11 小野正行and德広育夫 (1996) 31 2.12.12 簑田裕久 (1998) 31 2.12.13 德田俊宏(2000a,2000b)、山口圭二(2001)及松岡良智(2003)等人 31 2.12.14 賴冠宇 (2020) 32 第三章 未開孔牆側力位移曲線分析模型 33 3.1 開裂點 (Cracking Point) 33 3.2 強度點 (Strength Point) 35 3.3 崩塌點 (Collapse Point) 37 3.4 分析結果比較 39 3.4.1 ASCE/SEI 41-17 (2017)建議方法 40 3.4.2 Abdullah (2019)建議方法 40 3.4.3 謝佳霖(2019)建議方法 40 3.4.4 本研究建議方法 41 3.5 小結 42 第四章 開孔牆側力位移曲線分析模型 43 4.1 模型之基本假設與適用範圍 43 4.2 關鍵桿件之位置及其幾何尺度 (分析一) 44 4.3 彈簧串、並聯模型 45 4.3.1 串聯 46 4.3.2 並聯 46 4.4 側力位移曲線之建立 47 4.5 整體開孔牆撓曲及滑移變形之考量 (分析二) 47 4.5.1 開孔牆之撓曲變形 48 4.5.2 開孔牆之滑移變形 49 4.6 關鍵桿件及整體開孔牆之考量 (分析三) 50 4.7 崩塌點位移 50 4.8 分析結果比較 51 4.9 小結 53 第五章 結論與建議 55 5.1 結論與建議 55 5.1.1 未開孔剪力牆 55 5.1.2 開孔剪力牆 56 5.2 未來研究展望 57 參考文獻 59 附錄 178 | |
dc.language.iso | zh-TW | |
dc.title | 鋼筋混凝土牆側向倒塌位移之研究 | zh_TW |
dc.title | A Study of Lateral Collapse Displacement of Reinforced Concrete Shear Wall | en |
dc.type | Thesis | |
dc.date.schoolyear | 108-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 李宏仁(Hung-Jen Lee),李翼安(Yi-An Li) | |
dc.subject.keyword | 鋼筋混凝土,剪力牆,開孔牆,倒塌行為,側力位移曲線, | zh_TW |
dc.subject.keyword | reinforced concrete,shear wall,wall with opening,collapse behavior,lateral load-displacement curve, | en |
dc.relation.page | 181 | |
dc.identifier.doi | 10.6342/NTU202002085 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2020-07-30 | |
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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