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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 謝尚賢(Shang-Hsien Hsieh) | |
dc.contributor.author | Hong-Yi Wang | en |
dc.contributor.author | 王弘毅 | zh_TW |
dc.date.accessioned | 2021-06-16T09:59:51Z | - |
dc.date.available | 2018-02-08 | |
dc.date.copyright | 2017-02-08 | |
dc.date.issued | 2016 | |
dc.date.submitted | 2016-11-22 | |
dc.identifier.citation | [1] Aluminum Association. (2015). Aluminum Design Manual.
[2] B?rvik, T., Clausen, A. H., Eriksson, M., Berstad, T., Sture Hopperstad, O., & Langseth, M. (2005). Experimental and numerical study on the perforation of AA6005-T6 panels. International Journal of Impact Engineering, (pp.35-64). [3] Chai, J. F., & Lin, F. R. (2010). Development of Design Guidelines for Seismic Rehabilitation and Qualification Testing of Nonstructural Components. (pp. 1-20). National Center for Research on Earthquake Engineering, National Applied Research Laboratories. [4] Chu, C. C. (2010). A Study of Specification for Aluminum Structures—Allowable Stress Design, (pp. 16-18). National Chiao Tung University. Hsinchu, Taiwan. [5] Dassault Systèmes Simulia Corp. (2015). ABAQUS 6.14 Documentation. [6] Hibbitt, Karlsson, & Sorensen. (2003). ABAQUS.Standard User's Manual Version 6.3. [7] ICC-ES. (2010). Acceptance Criteria for Seismic Certification by Shake-table Testing of Nonstructural Components, (pp.1-8). A Subsidiary of the International Code Council. [8] Kasai, K., Ito, H., Ooki, Y., Hikino, T., Kajiwara, K., Motoyui, S.,Ozaki, H, Ishii, M. (2010). Full-scale Shake Table Tests of 5-story Steel Building with Various Dampers. Proceedings of the 7th International Conference on Urban Earthquake Engineering, (pp. 11-22). Tokyo. [9] Matsuoka, Y., Suita, K., Yamada, S., Shimada, Y., & Akazawa, M. (2008). Non-structure Component Performance in 4-story Frame Tested to Collapse. Proceedings of the 14th World Conference on Earthquake Engineering. Beijing. [10] Nakamura, N., Suzuki, T., & Nakamura, S. (2014). Three-dimensional Simulation Analysis of a Full-scale 5-story Building with Steel Dampers. Proceedings of the 10th World Congress on Computational Mechanics. Sao Paulo. [11] Sharp, M. L. (1999). Aluminum Structures. CRC Press.Cleveland, Ohio, United States. [12] Su, R. K., Chandler, A. M., Sheikh, M. N., & Lam, N. T. (2005). Influence of Non-structural Component on Lateral Stiffness of Tall Buildings. The Structural Design of Tall and Special Buildings, (pp. 143-164). [13] Zaghi, A. E., Maragakis, M., Itani, A., & Goodwind, E. (2012, 2). Experimental and Analytical Studies of Hospital Piping Assemblies Subjected to Seismic Loading. Earthquake Spectra, 28, (pp. 367-384). [14] Zhang, Z. (2012). Nonlinear Analysis of the Middle Node of Frame Structures under Cyclic Loading. Sichuan Building Science, (pp. 47-51). [15] 中國建築科學研究院。(2015)。非结构构件抗震设计规范JGJ339-2015。中國建築工業出版社。 [16] 中華人民共和國國家標準。(2008)。铝合金建筑型材第1部分基材GB52371-2008。中國標準出版社。 [17] 中華民國內政部。(2006)。耐震設計規範。 [18] 中華民國結構工程學會。(2003)。鋼結構設計手冊。科技圖書股份有限公司。 [19] 中華民國行政院。(2014)。綠色能源產業躍升計畫。 [20] 台灣電力公司。(2016年1月)。再生能源發展概況。擷取自台灣電力公司: http://www.taipower.com.tw/content/new_info/new_info-b31.aspx?LinkID=8 [21] 材料及工程試驗室。(2013)。推進工業有限公司鋁合金試驗報告。台北。 [22] 莊明介。(2015)。屋頂型支撐構架系統標準設計方法。財團法人國家實驗研究院,國家地震工程研究中心。 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/60157 | - |
dc.description.abstract | 本研究基於國家地震工程研究中心之太陽光電 (photovoltaic,以下簡稱PV)棚架型支撐構架系統的振動台試驗。試驗用以觀察此鋁合金支撐構架在地震作用下之動力行為和破壞過程,并驗證了SAP2000結構模型合理簡化後,其結構模態分析與系統識別試驗所得試體自然頻率之結果非常接近,為該類結構進行耐震設計提供重要依據。雖然振動台試驗後試體無明顯破壞行為發生,但經仔細觀察後試體之其中一處接頭部分出現局部些微降服,而基於試驗後數據採集分析所得,結構自然頻率也在其中兩次人造地震波試驗中出現細微變化。
考慮到SAP2000 之模擬簡化了較多節點,從而無法了解接頭之力學行為,故本研究透過ABAQUS模擬PV棚架型支撐構架系統接頭部位在振動台試驗中之破壞形式,以分析試驗所採集之數據為基礎,還原試驗中可能出現之破壞形式,觀察接頭部位之輕微降服對於整體結構之影響。 ABAQUS對於PV棚架型支撐構架系統接頭部位之模擬與相應試驗數據吻合,破壞形式與試驗觀察接近,此ABAQUS模擬試驗破壞過程之方式也適用于類似振動台試驗。並基於數值模擬結果,為該類PV棚架型支撐構架系統之設計提供建議和參考,提高其安全性和可靠性。 | zh_TW |
dc.description.abstract | The research is based on the shaking-table tests of the shed-frame type photovoltaic (PV) system in National Center for Research on Earthquake Engineering (NCREE). We observe the dynamic behavior and the failure process of the aluminum shed-frame structure under the earthquake in the tests. During the tests, the shed-frame structure does not collapse and has no obvious structural damage. The tests verify the results of the modal analysis by SAP2000 in this research, giving designers a good foundation on the aseismic design of such structure. However, a small gap is discovered at the middle column joint after the tests. Moreover, the data collected in the test show that the natural frequency of structure decreases in the tests. This phenomenon indicates the joint of structure yields after the tests.
Considering the simulation model of the joints are simplified in SAP2000, the research uses ABAQUS to analyze the detailed joint behavior of the shed-frame structure in this tests. Combined with experiment data and simulation by SAP2000, the simulation by ABAQUS verifies the failure process of the shed-frame structure in the tests and estimates the decreased frequency of the shed-frame structure under joint yielding status. The simulation result based on ABAQUS shows that the failure process of the joint is close to what was observed in the shaking-table tests. The research approach to simulate the failure process of the joints by ABAQUS is effective in the seismic simulation. Based on the simulation results, the research makes some suggestions to improve reliability and safety of the shed-frame type PV system. | en |
dc.description.provenance | Made available in DSpace on 2021-06-16T09:59:51Z (GMT). No. of bitstreams: 1 ntu-105-R03521612-1.pdf: 8956092 bytes, checksum: f47a1d5c61e5722a99c5051674e2c337 (MD5) Previous issue date: 2016 | en |
dc.description.tableofcontents | 誌謝 i
中文摘要 ii Abstract iii 目 錄 iv 圖 目 錄 vii 表 目 錄 xiii 第一章 緒論 1 1.1 研究背景 1 1.2 相關PV系統介紹 3 1.3 鋁結構相關法規 4 1.4 非結構耐震相關法規 4 1.5 研究目的與內容 5 第二章 研究方法 7 2.1 研究方法概述 7 2.2 SAP2000介紹 9 2.3 ABAQUS介紹 10 第三章 PV棚架型支撐構架系統之振動台試驗 11 3.1振動台試驗背景 11 3.2 試體設計與試驗規劃 12 3.2.1試體概述 12 3.2.2儀器佈置 16 3.2.3試驗規劃 18 3.3振動台試驗數據分析 20 3.3.1試驗系統識別 23 3.3.2 斜撐挫曲分析 25 3.3.3 加速度分析 33 3.3.4 位移計分析 47 第四章 PV棚架型支撐構架系統之數值分析 50 4.1 SAP2000 全結構模擬 50 4.1.1 SAP2000模擬之材料參數 50 4.1.2 模型簡化 51 4.1.3 計算模態分析 53 4.1.4立柱側向剪力分配 55 4.2 ABAQUS 子結構模擬 58 4.2.1 材料屬性 58 4.2.2 模型建立與簡化 58 4.2.3 子結構模型驗證 69 4.2.4 力量控制加載模擬 70 4.2.5 位移控制加載模擬 80 4.3 綜合討論 81 4.3.1 接頭勁度折減 81 4.3.2 局部損傷對自然頻率影響 84 4.3.3 試體接頭性能評估及建議 87 第五章 結論與未來展望 90 參考文獻 92 | |
dc.language.iso | zh-TW | |
dc.title | 地震作用下PV支撐構架接頭變形行為模擬 | zh_TW |
dc.title | Seismic Simulation of the PV Frame Joint Based on ABAQUS | en |
dc.type | Thesis | |
dc.date.schoolyear | 105-1 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 陳俊杉(Chuin-Shan Chen),蔡克銓(Keh-Chyuan Tsai) | |
dc.subject.keyword | 太陽光電,鋁結構,振動台試驗,模態分析,數值模擬, | zh_TW |
dc.subject.keyword | Photovoltaic,Aluminum Structure,Shaking-table Test,Model Analysis,ABAQUS Simulation, | en |
dc.relation.page | 93 | |
dc.identifier.doi | 10.6342/NTU201603725 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2016-11-23 | |
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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