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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 周中哲(Chung-Che Chou) | |
dc.contributor.author | Chien-Hao Chen | en |
dc.contributor.author | 陳建豪 | zh_TW |
dc.date.accessioned | 2021-06-07T23:54:03Z | - |
dc.date.copyright | 2020-08-25 | |
dc.date.issued | 2020 | |
dc.date.submitted | 2020-08-10 | |
dc.identifier.citation | 1. AISC (American Institute of Steel Construction), Seismic provisions for structural steel buildings, Chicago, IL, 2010. 2. AISC (American Institute of Steel Construction). Manual of steel construction load and resistance factor design. Chicago, IL; 2010. 3. M. J. N. Priestley, J. R. T. Tao (1993). “Seismic response of precastprestressed concrete frames with partially debonded tendons.” PCI J.,38(1), 58–69. 4. R. Tremblay, M. Lacerte, C. Christopulos (2008). “Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel Braces J. Structural Engineering”, ASCE, 134, 108-120. 5. Chou C-C, Chen Y-C, Chung P-T (2011). “Dual-Core Self-Centering Energy Dissipation Brace Apparatus”. US Patent (13/082780, accepted in 2012/9) 6. Chou C-C, Chen Y-C, Pham D-H, Truong V-M (2012). “Experimental and analytical validation of steel dual-core self-centering braces for seismic-resisting structures”. 9th International Conference on Urban Earthquake Engineering/4th Asia Conference on Earthquake Engineering, Tokyo, Japan. 7. Chou C-C, Chen Y-C (2012). “Development and Seismic Performance of Steel Dual-Core Self-Centering Braces.”15thWorld Conference on Earthquake Engineering, September 24-28, Lisbon, Portugal. (Paper No. 1648) 8. Chou C-C, Chen Y-C, Pham D-H, Truong V-M (2012). “Experimental and Analytical Validation of Steel Dual-Core Self-Centering Braces For Seismic-Resisting Structures.” 9th International Conference on Urban Earthquake Engineering/4th Asia Conference on Earthquake Engineering, March 6-8, Tokyo, Japan. 9. Chou C-C, Chen Y-C (2012).“Development of Steel Dual-Core Self-Centering Braces with E-Glass FRP Composite Tendons: Cyclic Tests and Finite Element analyses.” The International Workshop on Advances in Seismic Experiments and Computations, Nagoya, Japan. 10. Chou C-C, Chung P-T (2012). “Effects of Bonded Material and Concrete Infill in Sandwiched BRBs Subjected to Cyclic and Near-Field Loadings”. The Twentyfifth KKCNN Symposium on Civil Engineering, Busan, Korea. 11. Chou C-C, Chen Y-C (2012). “Development and seismic performance of steel dual-core self-centering braces”. 15th World Conference on Earthquake Engineering, Lisbon, Portugal. (Paper No. 1648) 12. Chou C-C, Chen Y-C (2013). “Development of Steel Dual-Core Self-Centering Braces: Quasi-Static Cyclic Tests and Finite Element Analyses” Earthquake Spectra, (doi: http://dx.doi.org/10.1193/082712EQS272M, available online September 6, 2013) 13. Chou C-C, Chen Y-C, Chung P-T, Pham D-H, Liu J-H (2013). “Low-Damage Earthquake-Resisting Systems Using Sandwiched Buckling-Restrained Braces and Dual-Core Self-Centering Braces” Applied Mechanics and Materials, 353-356,1946-1958. 14. Chou C-C,Chung P-T (2014). “Development of Cross-Anchored Dual-Core Self-Centering Braces for Seismic Resistance.” J.Constructional Steel Research, 101, 19-32. 15. Chou C-C, Chen Y-C, Pham D-H, Truong V-M (2014). “Steel Braced Frames with Dual-Core SCBs and Sandwiched BRBs: Mechanics, Modeling and Seismic Demands.” Engineering Structures, 72, 26-40. 16. K. Kasai, H. Ito, S. Motoyui, H. Ozaki, M. Ishii, K. Kajiwara and T. Hikino “Full-Scale tests on value-added performance of 5-story building with various dampers commercially available.” 3rd International Conference on Advances in Experimental Structural Engineering. San Francisco, 2009. 17. J. Erochko, C. Christopoulos, and R. Tremblay, and H.J. Kim (2013). “Shake table testing and numerical simulation of a self-centering energy dissipative braced frame.” Earthquake Engng Struct. Dyn , 42(11): 1617-1635 18. 歐陽烈(2014)「新型鋼造一層樓雙核心自復位斜撐構架實驗與分析:含梁柱構架及斜撐軸向效應影響之接合板設計」,碩士論文指導教授:周中哲,國立台灣大學土木工程系。 19. 周中哲,鍾秉庭(2014)「交錨型雙核心自復位斜撐發展驗證:耐震試驗及有限元素分析」結構工程(102-022,2014/1 accepted for publication) 20. 鄭宇岑(2014)「大型雙核心自復位斜撐及核心更換型挫屈束制斜撐反覆載重試驗研究」,碩士論文指導教授:周中哲,國立台灣大學土木工程系。 21. 周中哲,陳映全(2012)「預力雙核心自復位斜撐發展與耐震實驗」結構工程,第二十七卷,第三期,108-126 頁 22. 鍾秉庭(2012)「交錨型雙核心自復位斜撐及核心更換型挫屈束制斜撐之耐震行為」,碩士論文指導教授:周中哲,國立台灣大學土木工程系。 23. 陳映全(2011)「雙核心自復位消能斜撐之發展與驗證」,碩士論文指導教授:周中哲,國立台灣大學土木工程系。 24. 周中哲,陳映全(2012)「鋼造雙核心自復位斜撐發展與耐震實驗:應用複合纖維材料棒為預力構件」,土木工程學報,45(2),202-206,中國 25. 周中哲,陳映全(2012)「預力雙核心自復位斜撐發展與耐震實驗」結構工程,第二十七卷,第三期,108-126 頁(in Chinese) 26. 陳映全(2011)「雙核心自復位消能斜撐之發展與驗證」,碩士論文指導教授:周中哲,國立台灣大學土木工程系。(in Chinese) 27. 陳俊翰(2011) 「預力預鑄自行復位建築構架設計與耐震性能」,博士論文指導教授:劉俊秀、周中哲,國立交通大學土木工程學系。 28. 陳澤邦(2015)「鋼造實尺寸二層樓雙核心自復位斜撐構架耐震試驗與有線元素分析」,碩士論文指導教授:周中哲,國立台灣大學土木工程系。 29. 蕭佳宏(2015)「雙核心自復位斜撐與夾型挫屈束制斜撐對構架影響:耐震實驗與動力分析」,碩士論文指導教授:周中哲,國立台灣大學土木工程系。 30. 吳宗翰(2014)「新型鋼造雙核心自復位斜撐構架設計與耐震試驗行為」,碩士論文指導教授:周中哲,國立台灣大學土木工程系。 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/17032 | - |
dc.description.abstract | 雙核心自復位斜撐(Dual-Core Self-Centering Brace, DC-SCB)是利用斜撐中拉力構件連接斜撐中的鋼受壓構件與內外端板,並在斜撐受軸拉與軸壓下提供自復位能力。在拉力構件相同應變下,雙核心自復位斜撐的變形量可以達到傳統單核心自復位斜撐的兩倍變形量,或在相同斜撐變形量下,雙核心自復位斜撐拉力構件應變為傳統單核心自復位斜撐拉力構件應變的一半,因此可有效降低拉力構件彈性應變需求。 雙核心自復位斜撐過去試驗皆為靜態試驗與擬動態試驗,並沒有在震動台上做動態試驗。本研究目的在於探討雙核心自復位斜撐在震動台動態試驗下的耐震行為,並加裝橡膠墊在雙核心自復位斜撐是否能降低其彈性勁度。 本研究進行了兩組的雙核心自復位斜撐構架震動台試驗,試驗結果顯示兩組斜撐構架在動態試驗下整體力學行為擁有良好性,斜撐皆沒有破壞並且展現良好的耐震與自復位能力,加裝橡膠墊確實能降低斜撐的彈性勁度。此外,並利用非線性靜動態三維結構分析程式PISA3D模擬這兩組斜撐構架試驗行為,分析預測顯示與試驗結果相符,證明可利用非線性靜動態三維結構分析程式PISA3D來研究與設計此兩組斜撐構架。 | zh_TW |
dc.description.abstract | Dual-Core Self-Centering Brace (DC-SCB) uses tendons to constrain steel compression members and end plates of the brace, on the same time, it provides self-centering properties under brace in tension and compression that is stored to zero residual deformation. Under same strain of tendons, dual-core SCB has two times brace deformation capacity than conventional single-core SCB (or reduce to half the additional strain of tendons under same brace deformation capacity), that effectively reduce the elastic strain demand of tendons. In the past, the tests in the dual-core SCB are static and pseudo-dynamic tests, and there are no any dynamic tests in the dual –core SCB on the shaking table. The purpose of this study is to investigate the seismic behavior of dual-core SCB in the test on the shaking table and whether the elastic stiffness of dual-core SCB will be reduced with rubber pad is added in the dual-core SCB. In this study, two dual-core SCB frames did shaking table tests. The test results show good seismic behavior in these two braced frames, the braces did not destroy and show good seismic and self-centering behavior; the elastic stiffness of dual-core SCB can be reduced with adding rubber in the brace. And use the Platform of Inelastic Structural Analysis for 3D System software (PISA3D) to analyze the behavior of the tests of two braced frames, the predictions of analyses compare with the test results which are proved similar. The analysis results show these two braced frames can use PISA3D software to do parametric study and design. | en |
dc.description.provenance | Made available in DSpace on 2021-06-07T23:54:03Z (GMT). No. of bitstreams: 1 U0001-0708202015495500.pdf: 40088933 bytes, checksum: 95d36f9422b015ab8b3cae427985a5b4 (MD5) Previous issue date: 2020 | en |
dc.description.tableofcontents | 口試委員會審定書 .............................................................. i 誌謝 ........................................................................ ii 中文摘要 ................................................................... iii ABSTRACT ................................................................... iv 目錄 ........................................................................ v 表目錄 .................................................................... vii 圖目錄 ..................................................................... ix 照片目錄 ................................................................. xiii 第一章 緒論 ................................................................. 1 1.1 前言 .................................................................... 1 1.2 文獻回顧 ................................................................ 1 1.2.1 自復位系統 .............................................................1 1.2.2 震動台試驗 ............................................................ 3 1.3 研究動機 ................................................................ 4 1.4 研究目的 ................................................................ 4 1.5 研究內容 ................................................................ 4 第二章 雙核心自復位斜撐與含橡膠墊之雙核心自復位斜撐構架之構架設計 ................ 6 2.1 前言 .................................................................... 6 2.2 雙核心自復位斜撐與含橡膠墊之雙核心自復位斜撐之力學行為 ....................... 6 2.2.1 交錨型雙核心自復位斜撐 .................................................. 6 2.2.2 含橡膠墊之交錨型雙核心自復位斜撐 ......................................... 9 2.2.3 自復位斜撐之力學行為預測方法 ............................................ 12 2.2.4 雙核心自復位斜撐初始行為 ............................................... 19 2.3 兩組斜撐構架設計 ........................................................ 21 2.3.1 雙核心自復位斜撐構架設計 ............................................... 21 2.3.2 含橡膠墊之雙核心自復位斜撐構架設計 ...................................... 29 第三章 自復位斜撐構架震動台試驗 ............................................... 33 3.1 前言 ................................................................... 33 3.2 縮尺試體與試體設計 ....................................................... 33 3.2.1 無因次分析 ............................................................ 33 3.2.2 縮尺試體 .............................................................. 33 3.3 試體材料性質 ............................................................ 34 3.4 試體構架裝置與地震歷時 ................................................... 35 3.4.1 資料擷取系統 .......................................................... 35 3.4.2 試驗地震歷時 .......................................................... 35 3.4.3 試體構架裝置 .......................................................... 36 3.5 試體製造與試驗方式 ....................................................... 37 3.5.1 斜撐試體組裝 ........................................................... 37 3.5.2 拉力構件施拉預力 ....................................................... 37 3.5.3 摩擦螺栓施加預張力 ..................................................... 38 3.5.4 試驗方式 .............................................................. 38 3.6 雙核心自復位斜撐構架(DC-SCBF)之試驗現象 ................................... 41 3.7 含橡膠墊之雙核心自復位斜撐構架(DC-SCBF(R))之試驗現象 ....................... 43 3.8 兩組斜撐構架試驗結果比較 .................................................. 45 第四章 斜撐構架模型分析與試驗比較 .............................................. 48 4.1 前言 ..................................................................... 48 4.2 斜撐構架PISA3D 模型建立 ................................................... 48 4.2.1 結構模型 ............................................................... 48 4.2.2 材料性質 ............................................................... 49 4.3 斜撐構架PISA3D 模型與試驗比較 ............................................. 50 4.3.1 雙核心自復位斜撐構架(DC-SCBF)整體與斜撐反應分析與試驗比較 ................. 50 4.3.2 含橡膠墊之雙核心自復位斜撐構架(DC-SCBF(R))整體與斜撐反應分析與試驗比較 ..... 52 第五章 結論 .................................................................. 54 參考文獻 ...................................................................... 57 | |
dc.language.iso | zh-TW | |
dc.title | 含橡膠墊之自復位斜撐耐震性能:震動台試驗與動力分析 | zh_TW |
dc.title | Seismic Performance of a Self-Centering Brace with a Rubber Pad: Shaking Table Tests and Analyses | en |
dc.type | Thesis | |
dc.date.schoolyear | 108-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 許協隆(Hsieh-Lung Hsu),朱聖浩(Shen-Haw Ju),張家銘(Chia-Ming Chang),李中生(Chung-Sheng Lee) | |
dc.subject.keyword | 雙核心自復位斜撐,動態試驗,彈性勁度,震動台試驗,耐震分析, | zh_TW |
dc.subject.keyword | Dual-Core Self-Centering Brace (DC-SCB),Dynamic test,Elastic Stiffness,Shaking Table Tests,Seismic Analyses, | en |
dc.relation.page | 187 | |
dc.identifier.doi | 10.6342/NTU202002643 | |
dc.rights.note | 未授權 | |
dc.date.accepted | 2020-08-10 | |
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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