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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 黃尹男 | |
| dc.contributor.author | Yi-Shu Kao | en |
| dc.contributor.author | 高翊書 | zh_TW |
| dc.date.accessioned | 2021-06-17T08:11:39Z | - |
| dc.date.available | 2022-08-20 | |
| dc.date.copyright | 2019-08-20 | |
| dc.date.issued | 2019 | |
| dc.date.submitted | 2019-08-15 | |
| dc.identifier.citation | ACI (318-08). Design of reinforced concrete : ACI 318-08, John Wiley & Sons, Hoboken.
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Journal of Constructional Steel Research, 101, 455-468. Miyasaka, E., Ishimura, K., Fujita, T., Miyamoto, Y., and Suzuki, A. (2007). “Dynamic Characteristics of a SC Building in Kashiwazaki NPP Site using Vibration Test - Part 2: Simulation Analysis.” Structural Mechanics in Reactor Technology (SMiRT-19), Paper #K09/4, 19th International Conference on Structural Mechanics in Reactor Technology, Toronto. Nie, J.-G., Hu, H., Fan, J.-S., Tao, M.-X., Li, S.-Y., and Liu, F.-J. (2013). 'Experimental study on seismic behavior of high-strength concrete filled double-steel-plate composite walls.' Journal of Constructional Steel Research, 88, 206–219. Nie, J.-G., Ma, X.-W., Tao, M.-X., Fan, J.-S., and Bu, F.-M. (2014). 'Effective stiffness of composite shear wall with double plates and filled concrete.' Journal of Constructional Steel Research, 99, 140–148. Niousha, A., Naito, Y., Miyasaka, E., and Uchiyama, S. (2007). Dynamic Characteristics of a SC Building in Kashiwazaki NPP site using Vibration Test – Part 1: Data analysis and system identification. Ozaki, M., Akita, S., Osuga, H., Nakayama, T., and Adachi, N. (2004). 'Study on steel plate reinforced concrete panels subjected to cyclic in-plane shear.' Nuclear Engineering and Design, 228(1), 225-244. Takeuchi, M., Narikawa, M., Matsuo, I., Hara, K., and Usami, S. (1998). 'Study on a concrete filled structure for nuclear power plants.' Nuclear Engineering and Design, 179(2), 209-223. UBC (1988). International Conference of Building Officials. (1988). Uniform building code. Whitter, Calif. (5360 South Workman Mill Rd., Whitter 90601: International Conference of Building Officials. Varma, A., Malushte, S., Sener, K., and Lai, Z. (2014). Steel-plate composite (SC) walls for safety related nuclear facilities: Design for in-plane forces and out-of-plane moments. Varma, A., Zhang, K., Chi, H., Booth, P., and Baker, T. (2011). In-plane shear behavior of SC composite walls: theory vs. experiment. Wittmann, F. H., Rokugo, K., Brühwiler, E., Mihashi, H., and Simonin, P. (1988). 'Fracture energy and strain softening of concrete as determined by means of compact tension specimens.' Materials and Structures, 21(1), 21-32. 卜凡民, 聶建國, and 樊健生 (2013). '高軸壓比下中高剪跨比雙鋼板-混凝土組合剪力牆抗震性能試驗研究.' 建築結構學報, 34(04), 91-98. 何其安 (2016). '有邊界構材之鋼板混凝土複合牆之耐震行為與分析研究.' 碩士, 國立臺灣大學, 台北市. 李健, 羅永峰, 郭小農, and 董年才 (2013). '雙層鋼板組合剪力牆抗震性能試驗研究.' 同濟大學學報(自然科學版), 41(11), 1636-1643. 林柏劭 (2017). '含邊界構材之鋼板混凝土複合牆反覆載重試驗研究.' 碩士, 國立臺灣大學, 台北市. 紀曉東, 賈翔夫, and 錢稼茹 (2015). '鋼板混凝土剪力牆抗剪性能試驗研究.' 建筑结构学报, 36(11), 46-55. 馬愷澤, 劉超, 劉伯權, and 鄢紅良 (2015a). '雙層鋼板混凝土組合剪力牆有限元分析及設計方法研究.' 建築結構, 45(15), 70-75+96. 馬愷澤, 闕昂, and 劉伯權 (2015b). '雙層鋼板混凝土組合剪力牆滯回性能研究.' 建築科學與工程學報, 32(04), 39-45. 張明康 (2017). '有邊界構材之鋼板混凝土複合牆之剪力行為分析研究.' 碩士, 國立臺灣大學, 台北市. 曹万林, 于傳鵬, 董宏英, 喬崎雲, 韓麗, and 張勇波 (2013). '不同構造雙鋼板組合剪力牆抗震性能試驗研究.' 建築結構學報, 34(2013S1), 186-191. 陳柏安 (2015). '低矮型鋼板混凝土複合牆之耐震性能試驗與分析.' 碩士, 國立臺灣大學, 台北市. 詹家昕 (2018). '含邊界構材之鋼板混凝土複合剪力牆側力位移曲線模型之研究.' 碩士, 國立臺灣大學, 台北市. 蔡健, 段偉寧, 湯序霖, 劉鴻亮, and 左志亮 (2018). '軸壓比與剪跨比對帶約束拉桿雙層鋼板-混凝土組合剪力牆抗震性能影響研究.' 建築結構學報, 39(2), 37-43. 蔣歡軍, 王斌, 呂西林, and 古泉 (2014). '不同配鋼形式RC組合剪力牆抗震性能分析.' 地震工程與工程振動, 34(S1), 478-485. 鄭與錚 (2016). '有邊界構材之鋼板混凝土複合牆之耐震行為與試驗研究.' 碩士, 國立臺灣大學, 台北市. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/73842 | - |
| dc.description.abstract | 鋼板混凝土複合牆(Steel-Plate Composite Wall，簡稱SC牆)係以兩片鋼板內填充混凝土材料組合而成，具有高勁度與高強度。最早是應用於核能設備結構，因為高強度、施工快速，近幾年開始被應用於超高樓核心筒。用於超高樓核心筒之SC牆會受到軸力之影響，而現今設計規範AISC_341-16 (2016)的公式是假設牆體受純剪下之行為，公式中並未考慮牆體軸力對剪力強度之影響。在實務應用上，SC牆用於結構中抵抗側向載重時並非受到純剪作用，其行為應考慮到撓曲與剪力互制之影響；另一方面，SC牆兩端具有與其垂直相接的另一向牆體，猶如牆體之邊界構材，能使SC牆的撓曲強度大幅提升，進而可能使牆體破壞模式轉變為以剪力破壞所主控。因此，受軸力下含邊界構材之SC牆平面內剪力強度與撓曲強度之預測為一重要議題。
目前含邊界構材之SC牆平面內強度的相關研究中，關於軸力對剪力強度之影響看法不一，本研究將針對此議題進行研究。為研究軸力之影響，引入「軸壓比」一參數，並考量不同高度之牆體受軸力之影響程度會有差異，因此同時考慮「高寬比」一參數，最終發展出一套具有物理意義之剪力強度預測模型，能夠解釋並掌握軸力對剪力強度之影響。 本研究依上述兩參數之合理範圍，設計出參數分析所用之一組案例SC牆(簡稱分析試體)，進行斷面分析與有限元素分析。透過斷面分析了解軸力對撓曲強度與壓力區深度之影響；有限元素分析模型透過以往試驗結果驗證其準確性，並用此模型觀察出SC牆中鋼板與混凝土的側力位移曲線趨勢。接著，藉由SC牆之側力位移趨勢建立一剪力強度預測模型，並利用有限元素模型建立分析試體之耐震行為資料庫，將預測模型與資料庫比較，驗證預測模型能夠有效掌握軸力的影響，準確預估受軸力下的剪力強度，且符合SC牆的物理意義。為進一步簡化預測模型，如同規範公式的做法，採用迴歸分析的方式進行簡化，迴歸過程除了考量軸力，也對規範之參數進行適當的修正，最終，發展出一套簡化後的剪力強度預測模型。 | zh_TW |
| dc.description.abstract | Steel-Plate Composite Wall (SC-wall) is a combination of two sheets of steel filled with concrete with high stiffness and high strength. It was first applied to the structure of nuclear power equipment. Because of its high strength and rapid construction, it has been applied to the core of super-high buildings in recent years. The SC wall used in the core tube of the super-high building will be affected by axial force. The shear strength formula of the current design specification AISC_341-16 (2016) assumes that the wall is subjected to pure shearing behavior, and axial force of the wall is not considered in the formula. In practice, the SC wall is not subjected to pure shearing when it is used to resist lateral load in the structure. Its behavior should take into account the influence of flexural and shear interaction. On the other hand, there are boundary walls at both ends of the SC wall. The boundary walls, like the boundary element of the SC wall, can greatly increase the flexural strength of the SC wall, which may change the wall failure mode to be dominated by shear damage. Therefore, the prediction of the in-plane shear strength and flexural strength of the SC wall with boundary members under axial force is an important issue.
In the current research on the in-plane strength of SC wall with boundary members, the effect of axial force is inconclusive. Therefore, this study will focus on this topic. In order to study the influence of axial force, this parameter of 'axial compression ratio' was introduced. When the wall height is different, the influence of the axial force is different, so consider the 'aspect ratio' parameter. In order to research the influence of axial force, a parameter of 'axial pressure ratio' is introduced, and the degree of influence of the axial force of the wall of different heights is considered. Therefore, considering the 'aspect ratio' parameter, a set of The physical significance of the shear strength prediction model can explain and grasp the influence of axial force on shear strength. Finally, a set of physical prediction model of shear strength is developed to explain the effect of axial force on shear strength. Based on the reasonable range of the above two parameters, this study designed a set of case SC wall (referred to as analytical sample) used for parameter analysis, and carried out section analysis and finite element analysis. Through the section analysis, the influence of axial force on the flexural strength and the depth of the pressure zone is known. The finite element model verifies its accuracy through previous experiment results. Use this model to observe the trend behavior of steel plate and concrete in SC wall. Then, a shear strength prediction model is established, and the finite element models are used to establish a database. The shear strength under axial force is accurately predicted by the prediction model which conforms to the physical meaning of the SC wall. In order to simplify the prediction model, as in the case of the design specification, regression analysis is used to simplify. In addition to considering axial force, the regression process also corrects the parameters of the specification. Finally, a simplified model of shear strength prediction is developed. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-17T08:11:39Z (GMT). No. of bitstreams: 1 ntu-108-R06521219-1.pdf: 21769291 bytes, checksum: 896c0269d2bcd08ba464c94fefe7b3da (MD5) Previous issue date: 2019 | en |
| dc.description.tableofcontents | 審定書 i
誌謝 ii 摘要 iii Abstract iv 目錄 vi 圖目錄 x 表目錄 xvi 第一章 緒論 1 1.1 研究背景 1 1.2 研究目的 3 1.3 論文結構 4 第二章 文獻回顧 7 2.1 軸壓比之規範 7 2.1.1 軸壓比的計算公式 7 2.1.2 軸壓比的規範限制 8 2.2 鋼板混凝土複合牆平面內受純剪作用下之剪力強度預測與剪力行為試驗之研究 8 2.3 鋼板混凝土複合牆不受軸力在單曲率側推作用下之研究 10 2.3.1 剪力強度預測與剪力行為試驗之研究 10 2.3.2 撓曲強度預測與撓曲行為試驗之研究 17 2.4 鋼板混凝土複合牆受固定軸力在側推作用下之研究 21 2.4.1 剪力強度之研究 21 2.4.2 撓曲強度之研究 23 第三章 分析研究 38 3.1 設計分析試體 38 3.1.1 決定分析試體之變因參數 38 3.1.2 試體設計之限制 39 3.1.3 分析試體之高度設計與斷面設計 39 3.1.4 分析試體之細部設計 41 3.1.5 分析試體之軸壓比與軸力 42 3.2 斷面分析 43 3.2.1 彎矩曲率關係 44 3.2.2 混凝土壓力區深度 44 3.3 有限元素分析 45 3.3.1 試驗試體介紹 46 3.3.2 有限元素模型之設定 47 3.3.2.1 選用之有限元素軟體介紹 47 3.3.2.2 有限元素模型之建立 48 3.3.2.3 選用之混凝土材料模型特性分析與評估 55 3.3.3 試驗試體的分析結果與試驗結果之比較 56 3.3.3.1 利用MAT_085之試驗試體分析與試驗結果之比較 56 3.3.3.2 利用MAT_159進行修正之試驗試體分析與試驗結果之比較 58 3.3.3.3 綜合評估MAT_085之反覆側推分析與MAT_159之修正分析 61 3.3.4 分析試體之分析結果與探討 62 3.3.4.1 材料之設定 62 3.3.4.2 修改邊界條件 63 3.3.4.3 單曲與雙曲的影響 64 3.3.4.4 簡化基礎的影響 66 3.3.4.5 鋼面板與混凝土的側力位移曲線之觀察 66 3.3.4.6 高寬比的影響 68 3.3.4.7 軸壓比的影響 69 第四章 剪力強度預測模型 125 4.1 有限元素資料庫 125 4.1.1 有限元素資料庫之建立 125 4.1.2 有限元素資料庫之鋼面板降伏時的剪力強度(Vy^FEM) 126 4.1.3 有限元素資料庫之混凝土應力達fc'時的剪力強度(Vn^FEM) 127 4.2 第一階段修正之預測模型 128 4.2.1 第一階段修正之預測模型的建立 128 4.2.1.1 簡述詹家昕 (2018)模型與修正之部分 128 4.2.1.2 MBM之理論介紹與修正方式 129 4.2.2 第一階段修正預測模型與資料庫比較 133 4.2.2.1 鋼面板降伏時的剪力(Vy) 134 4.2.2.2 鋼面板降伏後的混凝土額外剪力增量(∆Vc) 134 4.2.2.3 預測剪力強度(Vn) 135 4.3 第二階段修正之預測模型 136 4.3.1 第二階段修正之預測模型的修正方式 136 4.3.1.1 鋼面板降伏時混凝土剪力(Vy_c))之修正 136 4.3.1.2 鋼面板降伏後的混凝土額外剪力增量(∆Vc)之修正 138 4.3.2 第二階段修正預測模型與資料庫比較 141 4.3.2.1 鋼面板降伏時的剪力(Vy) 142 4.3.2.2 鋼面板降伏後的混凝土額外剪力增量(∆Vc) 142 4.3.2.3 預測剪力強度(Vn) 143 4.4 迴歸簡化之預測模型 144 4.4.1 Vy的迴歸公式 145 4.4.1.1 修正規範無軸力的迴歸公式之參數 145 4.4.1.2 迴歸含軸壓比之Vy公式 146 4.4.2 ∆γc的迴歸 147 4.4.3 迴歸簡化預測模型與資料庫比較 148 4.4.3.1 鋼面板降伏時的剪力(Vy) 149 4.4.3.2 鋼面板降伏後的混凝土額外剪力增量(∆Vc) 149 4.4.3.3 預測剪力強度(Vn) 150 第五章 試驗試體設計與規劃 175 5.1 試驗計畫 175 5.2 決定試驗試體之變因參數 175 5.3 試驗試體之斷面設計與高度設計 176 5.4 試驗試體之材料強度 176 5.5 試驗試體剪力主控之驗算 176 5.6 試驗試體之細部設計 177 5.7 試驗試體之外力加載 178 5.8 試驗試體之時程 179 第六章 結論與建議 191 6.1 結論 191 6.2 建議 193 參考文獻 195 附錄A 側力位移背骨曲線之缺角 198 | |
| dc.language.iso | zh-TW | |
| dc.subject | 剪力強度 | zh_TW |
| dc.subject | 高寬比 | zh_TW |
| dc.subject | 鋼板混凝土複合牆 | zh_TW |
| dc.subject | 有限元素分析 | zh_TW |
| dc.subject | 擬靜態反覆試驗 | zh_TW |
| dc.subject | 軸壓比 | zh_TW |
| dc.subject | 軸力 | zh_TW |
| dc.subject | In-plane cyclic loading | en |
| dc.subject | Shear strength | en |
| dc.subject | Axial force | en |
| dc.subject | Axial pressure ratio | en |
| dc.subject | Aspect ratio | en |
| dc.subject | Finite element method analysis | en |
| dc.subject | Steel-plate composite wall | en |
| dc.title | 受軸力影響之鋼板混凝土複合牆耐震行為分析研究 | zh_TW |
| dc.title | An Analytical Study on Seismic Behavior of Steel-Plate Composite Walls Subjected to Axial Compression | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 107-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 黃世建,鄭錦銅 | |
| dc.subject.keyword | 鋼板混凝土複合牆; 剪力強度; 軸力; 軸壓比; 高寬比; 有限元素分析; 擬靜態反覆試驗 | zh_TW |
| dc.subject.keyword | Steel-plate composite wall; Shear strength; Axial force; Axial pressure ratio; Aspect ratio; Finite element method analysis; In-plane cyclic loading | en |
| dc.relation.page | 200 | |
| dc.identifier.doi | 10.6342/NTU201902904 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2019-08-16 | |
| 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 | |
文件中的檔案：
| 檔案 | 大小 | 格式 | |
|---|---|---|---|
| ntu-108-1.pdf 未授權公開取用 | 21.26 MB | Adobe PDF |
系統中的文件，除了特別指名其著作權條款之外，均受到著作權保護，並且保留所有的權利。