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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 黃尹男 | |
| dc.contributor.author | Bo-An Chen | en |
| dc.contributor.author | 陳柏安 | zh_TW |
| dc.date.accessioned | 2021-06-15T16:10:25Z | - |
| dc.date.available | 2015-08-20 | |
| dc.date.copyright | 2015-08-20 | |
| dc.date.issued | 2015 | |
| dc.date.submitted | 2015-08-18 | |
| dc.identifier.citation | [1] American Concrete Institute 349 (ACI 349) (2006), “Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary.” Farmington Hills, MI.
[2] American Institute of Steel Construction (AISC) (2010). “Specification for Design of Steel-Plate Composite (SC) Walls in Safety-Related Structures for Nuclear Facilities” AISC Proposal APPENDIX N9, Chicago, IL. [3] Epackachi, S., Nguyen, N. H., Kurt, E. G., Whittaker, A. S., and Varma, A.H. (2013) “An experimental study of the in-plane shear response of steel concrete composite walls.” Trans. ofthe Internal Assoc. for Struct. Mech. in Reactor Tech.Conf.,, SMiRT -22, San Francisco, USA. [4] Epackachi, Siamak. (2015). “Numerical and experimental studies on steel-concrete compositewalls,” Ph.D. Dissertation in preparation, Department of Civil, Structural and Environmental Engineering,University at Buffalo. [5] Fukumoto, T., Kato, B., and Sato, K. (1987). 'Concrete filled steel bearing walls.' IABSESymposium, Paris-Versailles. [6] Ibarra, L. F., Medina, R. A., and Krawinkler, H. (2005). 'Hysteretic models that incorporate strength and stiffness deterioration.' Earthquake Engineering and Structural Dynamics, 34(12),1489-1511. [7] Jian-Guo, N., Hong-Song, H., Jian-Sheng, F., Mu-Xuan, T., Sheng-Yong, L., and Fu-Jun, L.(2013). 'Experimental study on seismic behavior of high-strength [8] Nie, J. G., Ma, X. W., Tao, M. X., Fan, J. S., and Bu, F. M. (2013). 'Effective stiffness of composite shear wall with double plates and filled concrete.' Journal of Constructional Steel Research, 99, 140-148. [9] Ozaki, M., Akita, S., Takeuchi, M., Oosuga, H., Nakayama, T., and Niwa, H., (2000). 'Experimental Study on Steel-plate-reinforced Concrete Structure Part 41: Heating Tests (Outline of Experimental Program and Results), Annual Conference of Architectural Institute of Japan, 2000, Part 41-43, pp. 1127-1132.” [10] Ozaki, M., Akita, S., Niwa, N., Matsuo, I., and Usami, S. (2001). 'Study on steel-plate reinforced concrete bearing wall for nuclear power plants part 1: shear and bending loading tests of SC walls.' 16th International Conference on Structural Mechanics in Reactor Technology (SMiRT16), International Association for Structural Mechanics in Reactor Technology (IASMiRT), Washington DC, USA. [11] 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(1-3),225–244. [12] Park, R., Priestley, M. J. N., and Gill, W. D. (1982). 'Ductility of square-confined concrete columns.' 108 (ST4), 929-950. [13] Park, R. (1988). 'Ductility evaluation from laboratory and analytical testing.' Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan. [14] Tokyo Electric Power Company (TEPCO) presentation (2002) “Improved Construction and Project Management,” [15] Tokyo Electric Power Company (TEPCO) (2002) “Development of Advanced Concept for Shortening Construction Period of ABWR Plant,” ICONE10-22491, April 14-18, 2002. [16] Varma, A.H., Malushte, S.R., Sener, K.C., and Booth, P.N. (2009). “Analysis and Design of Modular Composite Walls for Combined Thermal and Mechanical Loading.” Trans. of the Internal Assoc. for Struct. Mech. In Reactor Tech. Conf., SMiRT- 20, Div. TS 6 Paper 1820, Espoo, Finland, Aug. 9-14. [17] Varma, A. H., Malushte, S. R., Sener, K., Lai, Z. (2011a). 'Steel-plate composite (SC) 129 walls for safety related nuclear facilities: design for in-plane and out-of-plane demands,' Proceedings of the 21st IASMiRT Conference (SMiRT 21), New Delhi, India, Paper ID #760. [18] Varma, A.H., Zhang, K., Chi, H., Booth, P. and Baker, T. (2011b). 'In-plane shear behavior of SC composite walls: theory vs. experiment,' Proceedings of the 21st IASMiRT Conference (SMiRT 21), New Delhi, India, Paper ID #764. [19] Varma, A. H., Malushte, S. R., Sener, K. C., and Booth, P. N. (2012a). 'Analysis recommendations for steel-composite (SC) walls of safety-related nuclear facilities,' Structures Congress, ASCE, 1871–1880. [20] Varma, A.H., Zhang, K., Malushte, S.R., Gallocher, S. (2012b). “Effect of Shear Connectors on Local Buckling and Composite Action in Steel Concrete Composite Walls”, submitted to Journal of Nuclear Engineering and Design, Nov, 2012. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/52257 | - |
| dc.description.abstract | 鋼板混凝土複合牆為一種以兩片鋼板內填充混凝土而成的複合材料式結構元件，鋼板與填充混凝土之間以剪力釘和螺桿兩種連接器傳遞剪力，常配置於核能電廠中作為抗垂直力及側向力系統。本研究探討鋼板混凝土複合牆之耐震性能，以實驗與理論模型分析鋼板混凝土複合牆受反覆側向載重作用下之行為。
本研究於國家地震研究中心完成四面大尺寸的鋼板混凝土複合牆的擬靜態反覆載重試驗，試體設計變數為牆厚、斷面鋼材比(定義為鋼板面積與斷面積的比例)和細長比(鋼板厚度與剪力連接器間距的比例)，四座試體的高寬比控制為0.5，皆澆製於獨立基座。四面試體經分析屬於撓曲控制，於實驗中破壞演進順序相似，即混凝土的開裂、鋼面板降伏、鋼面板挫屈、混凝土角隅碎裂。試驗所測試的兩種鋼板細長比不影響試體之強度，但對遲滯迴圈之束縮現象有明顯影響。 本研究以實驗結果驗證由Epackachi博士等人於2014年提出的簡化側推模型及修正IKP反覆載重模型，並檢核鋼板混凝土複合牆設計規範AISC N690提出的連接器間距(決定鋼板細長比之重要參數)是否影響鋼板複合牆整體行為。 | zh_TW |
| dc.description.provenance | Made available in DSpace on 2021-06-15T16:10:25Z (GMT). No. of bitstreams: 1 ntu-104-R02521240-1.pdf: 9016869 bytes, checksum: 0caf7ec2e933e6f3a274c7785a3ddd8f (MD5) Previous issue date: 2015 | en |
| dc.description.tableofcontents | 口試委員會審定書…………………………………………………………………….#
致謝 I 中文摘要 II ABSTRACT III 目錄 IV 表目錄 VII 圖目錄 IX 第一章 緒論 1 1.1 簡介 1 1.2 研究目的 4 1.3 論文結構 5 第二章 文獻回顧 6 2.1 總覽 6 2.2 鋼板複合牆之設計、強度預測與規範 6 2.2.1 Varma et al. (2011a,2011b) 鋼板複合牆之剪力行為研究 6 2.2.2 剪力連接器之間距設計 10 2.2.3 鋼板混凝土複合牆之強度設計 16 2.2.4 平面內剪力強度 17 2.2.5 各種力量組合之強度 19 2.3 鋼板複合牆相關實驗研究 24 2.3.1 Fukumoto et al. (1987)鋼板混凝土牆複合試驗 24 2.3.2 Ozaki et al. (2001)含翼緣鋼板混凝土複合牆試驗 26 2.3.3 Nie et al. (2013)高強度填充鋼板混凝土複合牆試驗 28 2.3.4 Epackachi et al. (2013)鋼板混凝土複合牆之反覆載重試驗 35 2.4 Epackachi et al. (2014)簡化理論參數模型 38 2.4.1 Epackachi et al. (2014)簡化側推理論參數模型 39 2.4.2 Epackachi et al. (2014) MIKP反覆載重模型 44 第三章 試體設計與規劃 49 3.1 實驗計畫 49 3.2 試體設計 49 3.2.1 基座 50 3.2.2 施力梁與傳力梁 52 3.2.3 牆體 54 3.3 試體施作 57 3.3.1 基礎施作規劃 57 3.3.2 鋼板複合牆牆體施作規劃 59 3.4 材料測試 61 3.4.1 混凝土 61 3.4.2 鋼板 61 3.5 實驗佈置 62 3.5.1 基座安裝 62 3.5.2 傳力梁安裝 62 3.5.3 施力系統 62 3.5.4 側撐系統 62 3.6 側推歷時 63 3.7 量測儀器佈置 65 3.7.1 相機佈置 65 3.7.2 NDI影像測量 66 3.7.3 應變計佈置 69 3.7.4 角度計、位移計 71 3.7.5 石膏漆 74 第四章 實驗結果 75 4.1 實驗數據統整 75 4.2 鋼板混凝土複合牆破壞 79 4.3 遲滯迴圈 82 4.4 強度衰減 87 4.5 能量消散 90 4.6 應變計結果 92 4.7 韌性分析 96 4.8 牆體平面高程變化分析 98 第五章 理論參數模型預測 103 5.1 簡化側推模型 103 5.1.1 輸入參數與曲線建立 103 5.1.2 結果比較與討論 110 5.1.3 剪力變形與撓曲變形分析 113 5.1.4 鋼板與混凝土側推力分析 114 5.2 MIKP反覆載重模型 114 5.2.4 輸入參數 114 5.2.5 結果比較 116 第六章 結論與建議 119 6.1 結論 119 6.2 建議 120 參考文獻 121 | |
| dc.language.iso | zh-TW | |
| dc.subject | MIKP反覆載重模型 | zh_TW |
| dc.subject | 鋼板混凝土複合牆 | zh_TW |
| dc.subject | 擬靜態反覆載重試驗 | zh_TW |
| dc.subject | 細長比 | zh_TW |
| dc.subject | 斷面鋼材比 | zh_TW |
| dc.subject | 簡化側推模型 | zh_TW |
| dc.subject | In-plane cyclic loading | en |
| dc.subject | Modified IKP model | en |
| dc.subject | Simplified pushover parameter model | en |
| dc.subject | Reinforcement ratio | en |
| dc.subject | Slenderness ratio | en |
| dc.subject | Steel-plate-concrete composite wall(SC wall) | en |
| dc.title | 低矮型鋼板混凝土複合牆之耐震性能試驗與分析 | zh_TW |
| dc.title | An Experimental Study of the In-Plane Cyclic Behavior of Low-Aspect-Ratio Steel-Plate Composite | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 103-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 黃世建,歐昱辰 | |
| dc.subject.keyword | 鋼板混凝土複合牆,擬靜態反覆載重試驗,細長比,斷面鋼材比,簡化側推模型,MIKP反覆載重模型, | zh_TW |
| dc.subject.keyword | Steel-plate-concrete composite wall(SC wall),In-plane cyclic loading,Slenderness ratio,Reinforcement ratio,Simplified pushover parameter model,Modified IKP model, | en |
| dc.relation.page | 123 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2015-08-18 | |
| 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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