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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 周中哲(Chung-Che Chou) | |
| dc.contributor.author | Ze-Bang Chen | en |
| dc.contributor.author | 陳澤邦 | zh_TW |
| dc.date.accessioned | 2021-06-15T16:21:34Z | - |
| dc.date.available | 2016-08-20 | |
| dc.date.copyright | 2015-08-20 | |
| dc.date.issued | 2015 | |
| dc.date.submitted | 2015-08-17 | |
| 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. 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. 4. 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. 5. 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) 6. 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. 7. Chou C-C, Lo S-W, Liou G-S (2013). “Internal Flange Stiffened Moment Connections with Low-Damage Capability under Seismic Loading” J. Constructional Steel Research, 87, 38-47. 8. Chou C-C, Chen Y-C (2012). “Development and Seismic Performance of Steel Dual-Core Self-Centering Braces.”15th World Conference on Earthquake Engineering, September 24-28, Lisbon, Portugal. (Paper No. 1648) 9. Chou C-C, Chen Y-C, Pham D-H, Truong V-M (2012). “Experimental and Analytical Validation of Steel Dual-CoreSelf-Centering Braces For Seismic-Resisting Structures.” 9th International Conference on Urban Earthquake Engineering/4th Asia Conference on Earthquake Engineering, March 6-8, Tokyo, Japan. 10. 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. 11. 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 Twenty-fifth KKCNN Symposium on Civil Engineering, Busan, Korea. 12. 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) 13. 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. 14. Chou C-C, Liu J-H (2012). “Frame and brace action forces on steel corner gusset plate connections in buckling-restrained braced frames”. Earthquake Spectra, 28(2), 531-551. 15. Chou C-C, Liu J-H, Pham D-H (2012). “Steel buckling-restrained braced frames with single and dual corner gusset connections: seismic tests and analyses”. Earthquake Engineering and Structural Dynamics, 7(41): 1137-1156. 16. Chou C-C, Liu G-S, Yu J-C (2012). “Compressive behavior of dual-gusset-plate connections for buckling-restrained braced frames”, J. Constructural Steel Research, 76, 54-67. 17. 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) 18. Chou C-C, Chen S-Y (2010). “Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces”. Engineering Structures, 32, 2108-2121. 19. Chou C-C, Chen P-J (2009). “Compressive behavior of central gusset plate connections for a buckling-restrained braced frame”. J. Constructional Steel Research, 65(5), 1138-1148. 20. C. Christopoulos, R. Tremblay, H.-J. Kim, M. Lacerte (2008). “Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation”. Journal of Structural Engineering, 134(1):96-107. 21. Lin C. C. (2007). “Seismic Performance of Re-Centering Brace”. MS thesis. Thesis Advisor: K. C. Tsai. National Taiwan University, Taipei, Taiwan. 22. Lin C. L. (2006). “Seismic Behavior of Post-tensioned Steel Beam to Column Connection with Friction Devices”. MS thesis. Thesis Advisor: K. C. Tsai. National Taiwan University, Taipei, Taiwan. 23. Petty, G. D. (1999). “Evaluation of a friction component for a posttensioned steel connection”. MS thesis, Lehigh Univ., Bethlelem, Pa. 24. Rojas, P., J. M. Ricles, et al. (2005). “Seismic performance of post-tensioned steel moment resisting frames with friction devices”. Journal of Structural Engineering, 131(4): 529-540. 25. Ricles, J. M., R. Sause, et al. (2002). “Experimental evaluation of earthquake resistant posttensioned steel connections”. Journal of Structural Engineering, 128(7): 850-859. 26. Ricles, J. M., R. Sause, et al. (2001). “Posttensioned seismic-resistant connections for steel frames”. Journal of Structural Engineering, 127(2): 113-121 27. Sabelli R, Mahin S. and Chang C. (2003). Seismic Demands on Steel Braced Frame Buildings with Buckling-restrained Braces. Engineering Structures, Vol. 25: 655-666 28. Soong, T. T. and Dargush, G. F. (1997), “Passive Energy Dissipation Systems in Structural Engineering”, Wiley & Sons, New York. 29. R. Tremblay, M. Lacerte, C. Christopoulos (2008). “Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel Braces J. Structural Engineering”, ASCE, 134, 108-120. 30. 周中哲，吳宗翰，歐陽烈，鍾秉庭，陳澤邦，陳映全(2015)「創新鋼造雙核心自復位斜撐抗震構架於台灣的發展：由斜撐至實尺寸構架實驗驗證」，鋼結構工程(已於2015年5月接受刊登) 31. 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。 32. 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) 33. 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。 34. 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 35. 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。 36. 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。 37. 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 38. 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) 39. 周中哲，劉佳豪(2012)「可更換核心板之挫屈束制消能斜撐實尺寸構架耐震試驗:單與雙接合板設計及驗證」結構工程，第二十七卷，第二期，95-114頁(in Chinese) 40. 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) | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/52643 | - |
| dc.description.abstract | 雙核心自復位斜撐在斜撐試驗中已證明擁有量好的自復位能力，並且有一套能夠準確預測斜撐軸向行為的理論。本研究首次將兩支雙核心自復位斜撐同時使用於二層樓構架中進行耐震試驗，在經過7次試驗之後，雙核心自復位斜撐構架無任何損壞，過程中梁端部也無發生局部挫屈現象。且各階段試驗結束後構架最大殘餘變形也僅有試體總高的0.15 %，自復位行為非常良好。本研究也使用了有限元素分析軟體ABAQUS對試驗試體進行有限元素分析比較，分析結果顯示構架最大力量與試驗僅有約5 %的差距，殘餘變形與試驗有約10 %的差距，其位移不到樓層總高的0.01 %，表示有限元素模型能夠準確地對雙核心自復位斜撐構架進行模擬。 | zh_TW |
| dc.description.abstract | Dual-Core Self-Centering Brace (DC-SCB) in past tests has proved have good Self-Centering capability, and a theory can accurately predict axial behavior. For the first time, This study use two DC-SCBs in a two-story frame to do the test. During 7 tests, DC-SCBF has no failure, beam end did not buckle. Maximum residual deformation of 7 tests is 0.15% of 2nd floor drift. This study also use finite element program ABAQUS to do finite element analyses for the specimen. Analyses result shows about 5% error in maximum force and 10% error in residual deformation from the test. ABAQUS model can accurately simulate DC-SCB behaviors. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-15T16:21:34Z (GMT). No. of bitstreams: 1 ntu-104-R02521236-1.pdf: 18526105 bytes, checksum: d111f0226fcaba76e13e6dc74b2a85c6 (MD5) Previous issue date: 2015 | en |
| dc.description.tableofcontents | 目錄
口試委員審定書 i 致謝 ii 中文摘要 iii ABSTRACT iv 表目錄 viii 圖目錄 x 照片目錄 xiv 第一章 緒論 1 1.1 前言 1 1.2 文獻回顧 2 1.3 研究動機 4 1.4 研究目的 4 1.5 論文大鋼 4 第二章 雙核心自復位斜撐之力學行為及構架設計 5 2.1 前言 5 2.2 雙核心自復位斜撐力學行為 5 2.2.1 第一代雙核心自復位斜撐 5 2.2.2 交錨型雙核心自復位斜撐 8 2.2.3 自復位斜撐之力學行為預測方法 11 2.2.4 雙核心自復位斜撐初始行為 18 2.2.5 雙核心自復位斜撐受壓構件製作誤差的影響 21 2.3 雙核心自復位斜撐構架設計 22 2.3.1 設計地震力 22 2.3.2 雙核心自復位斜撐設計 24 2.3.3 梁柱構件設計 27 2.3.4 雙接合板設計 29 2.4 側推分析 32 2.6 等效阻尼比與累積韌性容量的計算 32 2.6.1 試體等效阻尼比計算 32 2.6.2 試體韌性容量 33 第三章 雙核心自復位斜撐構架試驗規劃與試驗結果分析 34 3.1 前言 34 3.2 試體設計 34 3.3 材料性質 35 3.4 試驗裝置與載重歷時 35 3.4.1 油壓制動器 35 3.4.2 資料擷取系統 35 3.4.3 試驗載重歷時 36 3.4.4 試驗量測規劃 36 3.5 試體製造 37 3.5.1 拉力構件施拉預力 37 3.5.2 構架試體組裝 38 3.5.3 摩擦消能構件之安裝 38 3.6 試驗現象與結果 39 3.6.1 第一階段試驗：無摩擦彈性測試 39 3.6.2 第二階段試驗：無摩擦標準試驗 39 3.6.3 第三階段試驗：標準反覆載重試驗 40 3.6.4 第四及第五階段試驗：IND090與CNP196 MCE層級地震位移歷時試驗 41 3.6.5 第六階段試驗：疲勞試驗 41 3.6.6 第七階段試驗：無摩擦彈性試驗 42 3.6.7 第八階段試驗：空構架標準試驗 42 3.7 試驗結果比較 42 3.7.1 各階段試驗預力及摩擦力比較 42 3.7.2 第二及第三階段試驗比較 43 第四章 有限元素模型分析 47 4.1 前言 47 4.2 有限元素模型建立 47 4.3 有限元素分析結果與試驗結果比較 47 4.3.1 構架整體反應比較 48 第五章 結論 51 參考文獻 52 | |
| dc.language.iso | zh-TW | |
| dc.subject | 構架試驗 | zh_TW |
| dc.subject | 自復位 | zh_TW |
| dc.subject | Self-centering | en |
| dc.subject | Frame test | en |
| dc.title | 鋼造實尺寸二層樓雙核心自復位斜撐構架耐震試驗與有限元素分析 | zh_TW |
| dc.title | Seismic Test and Finite Element Analyses of a Steel Full-Scale Two-Story Dual-Core Self-Centering Braced Frame | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 103-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 陳正誠,陳誠直,蔡克銓,鍾育霖 | |
| dc.subject.keyword | 自復位,構架試驗, | zh_TW |
| dc.subject.keyword | Self-centering,Frame test, | en |
| dc.relation.page | 154 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2015-08-17 | |
| 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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