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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 黃尹男(Yin-Nan Huang) | |
dc.contributor.author | Wei-Chuan Chen | en |
dc.contributor.author | 陳韋銓 | zh_TW |
dc.date.accessioned | 2023-03-19T22:24:48Z | - |
dc.date.copyright | 2022-09-05 | |
dc.date.issued | 2022 | |
dc.date.submitted | 2022-09-02 | |
dc.identifier.citation | ACI. (2014). 'Building Code Requirements for Structural Concrete.' ACI 318-14, Farm-ington Hills, Michigan. Agrawal, S., Broberg, M., Varma, A. H. (2020). 'Seismic Design Coefficients for SpeedCore or Composite Plate Shear Walls - Concrete Filled (C-PSW/CF).' Bowen Laboratory Research Reports, Paper 1, Lyles School of Civil Engineering, Purdue University. ANSI/AISC. (2016). 'Seismic Provisions for Structural Steel Buildings.' ANSI/AISC 341-16, Chicago, Illinoi. ANSI/AISC. (2015). 'Specification for Safety-Related Steel Structures for Nuclear Facil-ities.' ANSI/AISC N690s1-15, Chicago, Illinois. ANSI/AISC. (2018). 'Specification for Safety-Related Steel Structures for Nuclear Facil-ities.' ANSI/AISC N690-18, Chicago, Illinois. ASCE/SEI. (2017). 'Seismic Evaluation and Retrofit of Existing Buildings.' ASCE/SEI 41-17, Reston, VA. ATC. (1996), 'Seismic Evaluation and Retrofit of Concrete Buildomgs.' ATC-40, Red-wood City, CA. Booth, P. N., Varma, A. H., and Seo, J. (2015). 'Lateral Load Capacity of Steel Plate Composite Wall Structures.' Transactions of the 23rd International Conference on Structural Mechanics in Reactor Technology, SMiRT, Vol. 23. Booth, P. N., Bhardwaj, S. R., Tseng, T.-C., Seo, J., and Varma, A. H. (2020). 'Ultimate Shear Strength of Steel-Plate Composite (SC) Walls with Boundary Elements.' Journal of Constructional Steel Research, 165, 105810. Bruneau, M., Varma, A. H., and Hooper, J. (2016). 'Composite Plate Shear Walls – Concrete Filled (C-PSW/CF).' Proceedings of the Steel Conference: 2016 NASCC, American Institute of Steel Construction (AISC), Chicago. CEB-FIP (1990). 'CEB-FIP Model Code 1990: Design Code.' Thomas Telford, London. Coleman, D. K. (2016). 'Evaluation of Concrete Modeling in LS-DYNA for Seismic Application.' Doctoral dissertation, The University of Texas at Austin. Epackachi, S., Nguyen, N. H., Kurt, E. G., Whittaker, A. S., and Varma, A. H. (2014). 'Numerical and Experimental Investigation of the In-Plane Behavior of Rectangular Steel-Plate Composite Walls.' Structures Congress 2014, 2478-2487. ETABS (2016). Computer Software, Computers and Structures, Inc.(CSI), https://www.csiamerica.com/products/etabs. Epackachi, S., Whittaker, A. S., and Huang, Y. N. (2015). 'Analytical Modeling of Rec-tangular SC Wall Panels.' Journal of Constructional Steel Research, 105, 49-59. Gomes, A., and Appleton, J. (1997). 'Nonlinear Cyclic Stress-Strain Relationship of Re-inforcing Bars Including Buckling.' Eng. Struct., 19(10), 822–826. Hong, S.-G., Lee, S.-J., and Lee, M.-J. (2014). 'Steel Plate Concrete Walls for Contain-ment Structures in Korea: In-Plane Shear Behavior.' Infrastructure Systems for Nu-clear Energy, 237-257. Huang, Y., and Mahin, S. (2010). 'Simulating the Inelastic Seismic Behavior of Steel Braced Frames Including the Effects of Low-Cycle Fatigue.' University of California, Berkeley. JGJ 3-2010. (2010). 'Technical Specification for Concrete Structures of Tall Building.' China Architecture & Building Press Beijing, China. Ji, X., Jiang, F., and Qian, J. (2013). 'Seismic Behavior of Steel Tube–Double Steel Plate–Concrete Composite Walls: Experimental Tests.' Journal of Constructional Steel Research, 86, 17-30. Kurt, E. G., Varma, A. H., Booth, P. N., and Whittaker, A. S. (2016). 'In-Plane Behavior and Design of Rectangular SC Wall Piers without Boundary Elements.' Journal of Structural Engineering, 142(6), 04016026. Kurt, E. G., Varma, A. H., Epackachi, S., and Whittaker, A. S. (2015). 'Rectangular SC Wall Piers: Summary of Seismic Behavior and Design.' Structures Congress 2015, 1042-1051. Lai, Z., Varma, A. H., and Zhang, K. (2014). 'Noncompact and Slender Rectangular CFT Members: Experimental Database, Analysis, and Design.' Journal of Construc-tional Steel Research, 101, 455-468. LS-DYNA (2011). Computer Software, Livermore Software Technology, https://www.lstc.com/products/ls-dyna. LS-DYNA Keyword User’s Manual - Volume I (2017). Livermore Software Technology Corporation (LSTC), LSTC, Troy, Michigan. LS-DYNA Keyword User’s Manual - Volume II Material Models (2017). Livermore Software Technology Corporation (LSTC), LSTC, Troy, Michigan. 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.' Nie, J.-G., Hu, H.-S., Fan, J.-S., Tao, M.-X., Li, S.-Y., and Liu, F.-J. (2013). 'Experi-mental Study on Seismic Behavior of High-Strength Concrete Filled Dou-ble-Steel-Plate Composite Walls.' Journal of Constructional Steel Research, 88, 206-219. 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 Anal-ysis and System Identification.' OpenSees (2006). Computer Software, UC Berkeley, California, USA., https://opensees.berkeley.edu. OpenSeesWiki (2012). UC Berkeley, California, USA., https://opensees.berkeley.edu/wiki/index.php/Main_Page. 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 En-gineering and Design, 228(1), 225-244. Schlaseman, C. (2004). 'Application of Advanced Construction Technologies to New Nuclear Power Plants (MPR-2610, Revision 2).' US Department of Energy, Wash-ington, DC, Tech Rep. 2004:132. Shafaei, S., Varma, A. H., Broberg, M., Klemencic, R. (2021a). 'Modeling the cyclic behavior of composite plate shear walls/concrete filled (C-PSW/ CF).' Journal of Constructional Steel Research, 184, 106810. Shafaei, S., Varma, A. H., Seo, J., Klemencic, R. (2021b). 'Cyclic Lateral Loading Be-havior of Composite Plate Shear Walls/Concrete Filled.' Journal of Structural Engi-neering, 147(10), 04021145. Sadeghi, H. V., Mirghaderi, S. R., Epackachi, S., Asgarpoor, M., Gharavi, A. (2022). 'Numerical study on split base plate connection with concentric anchors between steel-plate composite wall and concrete basemat. ' The Structural Design of Tall and Special Buildings, 31(11), e1937. Varma, A. H., Zhang, K., Chi, H., Booth, P. N., and Baker, T. (2011). 'In-Plane Shear Behavior of SC Composite Walls: Theory vs. Experiment.' Proceedings of the 21st IASMiRT Conference (SMiRT 21). Varma, A. H., Malushte, S. R., Sener, K. C., and Lai, Z. (2014). 'Steel-Plate Composite (SC) Walls for Safety Related Nuclear Facilities: Design for In-Plane Forces and Out-of-Plane Moments.' Nuclear Engineering and Design, 269, 240-249. Wang, J., Fan, Z., Xing, C., Jiaji, W., Fan, J.-S., Tao, M.-X., and Yang, Z. (2016). 'Re-search on Effect of Axial Compression Ratio on Steel Plate Concrete Composite Shear Walls.' 37, 29-37. Wittmann, F. H., Rokugo, K., Brühwiler, E., Mihashi, H., and Simonin, P. (1988). 'Frac-ture Energy and Strain Softening of Concrete as Determined by Means of Compact Tension Specimens.' Materials and Structures, 21(1), 21-32. XTRACT (2007). Computer Software, TRC software, USA., http://www.trcbridgedesignsoftware.com. 卜凡民、聶建國與樊健生 (2013)。高軸壓比下中高剪跨比雙鋼筋-混凝土組合剪力牆抗震性能試驗研究。建築結構學報,34(4),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。國立臺灣大學工學院土木工程學系碩士論文,臺北市。 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。國立臺灣大學工學院土木工程學系碩士論文,臺北市。 馬愷澤、闕昂與劉伯權 (2015)。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。 高翊書 (2019)。受軸力影響之鋼板混凝土複合牆耐震行為分析研究。國立臺灣大學工學院土木工程學系碩士論文,臺北市。 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。國立臺灣大學工學院土木工程學系碩士論文,臺北市。 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。國立臺灣大學工學院土木工程學系碩士論文,臺北市。 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。國立臺灣大學工學院土木工程學系碩士論文,臺北市。 劉峻佑 (2021)。鋼板混凝土複合牆耐震行為數值模擬與剪力預估研究。國立臺灣大學工學院土木工程學系碩士論文,臺北市。 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。國立臺灣大學工學院土木工程學系碩士論文,臺北市。 謝銓裕 (2020)。受軸力影響之鋼板混凝土複合牆耐震行為試驗與分析研究。國立臺灣大學工學院土木工程學系碩士論文,臺北市。 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/84770 | - |
dc.description.abstract | 鋼板混凝土複合牆由兩面鋼面板(Faceplate)與內填混凝土(Infilled Concrete)組合而成,並透過焊接於鋼面板內側之剪力釘(Shear Stud)或橫向螺桿(Tie Bar)等剪力連接器做為傳遞剪力媒介,使鋼面板與內填混凝土間達到良好複合行為,以及避免鋼面板局部挫屈發生時機點早於降伏;橫向螺桿另一用途為連結兩面鋼面板,使其兩者不分離且保持穩定。鋼板混凝土複合牆有高側向勁度與高強度的特性,早期主要運用於核能電廠結構,近幾年則陸續被應用於超高樓層結構,然而,建立有限元素模型對實際應用上較不方便,業界主要使用ETABS、SAP2000等商用軟體進行結構分析,且台灣業界較常將剪力牆設計於梁柱框架內,因此含邊界柱鋼板混凝土複合牆之ETABS非線性模型建立方式待研究釐清,以透過較快速且準確的方式得知結構極限強度。 本研究主要分為以下幾個步驟:第一,建立六座含邊界構材之鋼板混凝土複合牆之有限元素模型,並將有限元素分析結果與試驗結果進行比較,確保有限元素模型能捕捉剪力主控之複合牆剪力行為。第二,進行含邊界柱之鋼板混凝土複合牆結構設計與建立有限元素模型,複合牆破壞模式有剪力主控與撓曲主控兩種情形,用於與ETABS模型進行比較,確保ETABS模型能預測兩種破壞模式下之極限強度。第三,由於高樓層結構之有限元素分析需要耗費龐大時間與運算資源,因此改為建立OpenSees纖維模型,作為與較高樓層數之ETABS模型比較之基準;此外,建立XTRACT纖維模型,用於輔助設定ETABS非線性鉸參數。第四,建立商用軟體ETABS模型,與有限元素模型以及OpenSees纖維模型之分析結果進行比較,並分別對設定ETABS線性模型以及可以模擬兩種破壞模式之ETABS非線性模型提出建議。 | zh_TW |
dc.description.abstract | Steel-Plate Composite Walls (SC walls) are composed of two sheets of steel faceplates, and infill concrete. Composite behavior between two materials originated from the connectors, welded to the steel faceplates, such as shear studs and tie bars. Sufficient composite behavior can prevent the steel faceplates from local buckling before yielding in compression. In addition, cross-wall tie bars designed to connect the opposite steel faceplates provide structural integrity. Having high stiffness and strength, the SC walls were used in safety-related nuclear facilities at first. In recent years, they have been applied to super high-rise buildings. However, establishing detail finite element models is an expensive opsion for practical design of such a system. In Taiwan, construction industry mainly uses commercial software such as ETABS and SAP2000 for structural analysis, and shear walls systems is often adopted in a building together with special moment-resisting frames to resist seismic loadings. Therefore, it becomes important to correctly establish linear and nonlinear models of SC walls with beams and columns in ETABS, so that the design of such a system can be executed in a faster and more accurate way. This research is conducted in the following steps: First, establish finite element models of the six Steel-Plate Composite Walls with boundary members in Hsieh (2020)using LS-DYNA, and compare the analysis results with the test results to validate that the LS-DYNA models are capable of capturing the hysteresis behavior of shear-critical composite walls. Second, design sample SC walls with boundary columns, and establish their finite element models. The finite element models, which including shear-critical and flexure-critical failure modes are used as benchmarks for the evaluation of ETABS models to ensure that the ETABS models can predict ultimate strengths for both types of failure modes. Third, since finite element analysis of high-rise building is highly time- and resource-consuming, twenty floors sample SC wall is modeled in OpenSees instead of LS-DYNA. Therefore, OpenSees fiber model is used as a benchmark for the evaluation of twenty floors ETABS model. In addition, in ETABS nonlinear models, there are many nonlinear hinge parameters need to be defined. In this research, using XTRACT dimensional analysis results to decide all related parameters. Fourth, model the sample SC walls in ETABS, and compare the results with those of the LS-DYNA models and the OpenSees fiber models. Finally, summarize the findings, limitations and develop-suggestions for the modeling of linear and nonlinear behavior of SC walls in ETABS. | en |
dc.description.provenance | Made available in DSpace on 2023-03-19T22:24:48Z (GMT). No. of bitstreams: 1 U0001-3108202222581500.pdf: 32226710 bytes, checksum: b19875357f28a4c5834b2c615cf122b6 (MD5) Previous issue date: 2022 | 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 xviii 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 8 2.1 軸壓比之計算公式 8 2.2 鋼板混凝土複合牆平面內受純剪作用下之剪力預測公式與剪力行為試驗之相關研究 9 2.3 無軸力之鋼板混凝土複合牆側推力作用下之相關研究 10 2.3.1 剪力預測公式與剪力行為試驗之研究 11 2.3.2 撓曲強度預測公式與撓曲行為試驗之研究 15 2.4 受固定軸力之鋼板混凝土複合牆側推力作用下之相關研究 19 2.4.1 剪力預測公式與剪力行為試驗之研究 19 2.4.2 撓曲強度預測公式與撓曲行為試驗之研究 24 第三章 試驗試體之有限元素分析與結果 39 3.1 試體介紹與試驗結果 39 3.1.1 試體介紹 39 3.1.2 試驗結果 41 3.2 有限元素模型之設定 43 3.2.1 選用之有限元素軟體介紹 43 3.2.2 有限元素模型之建立 43 3.2.3 有限元素模型之元素選用與設定 45 3.2.4 鋼材料模型之選用與設定 46 3.2.5 混凝土模型之選用與設定 48 3.2.6 接觸條件之設定 49 3.2.7 邊界條件之設定 50 3.3 模型細節設定討論與評估 51 3.3.1 MAT_084/085速率(RATE)設定與混凝土自由度束制 51 3.3.2 混凝土MAT_ADD_EROSION設定 53 3.3.3 混凝土與鋼面板接觸條件設定 53 3.4 有限元素模型分析結果與試驗結果之比較 53 3.4.1 鋼面板材料使用MAT_153之模型分析結果 54 3.4.2 鋼面板材料使用MAT_003之模型分析結果 56 第四章 含邊界柱之鋼板混凝土複合牆設計與有限元素分析結果 103 4.1 結構設計 103 4.1.1 設計目標 103 4.1.2 結構斷面尺寸與選用材料 104 4.2 有限元素模型之設定 105 4.2.1 有限元素模型之元素選用與設定 105 4.2.2 材料設定 107 4.2.3 接觸條件之設定 108 4.2.4 邊界條件之設定 108 4.2.5 時間增量(Time Step)之設定 110 4.3 有限元素模型分析結果 111 4.3.1 單層模型 112 4.3.2 多層模型 114 第五章 含邊界柱鋼板混凝土複合牆纖維模型之分析結果 157 5.1 OpenSees纖維模型 157 5.1.1 OpenSees簡介 157 5.1.2 有效應力應變曲線之建立 158 5.1.3 OpenSees纖維模型設定 159 5.1.4 OpenSees纖維模型與有限元素模型分析結果之比較 163 5.2 XTRACT纖維模型 164 5.2.1 XTRACT簡介 164 5.2.2 XTRACT纖維模型設定 165 5.2.3 Xtract纖維模型分析結果 166 第六章 含邊界柱鋼板混凝土複合牆ETABS線性模型之分析結果 180 6.1 ETABS商業軟體簡介 180 6.2 ETABS線性模型設定 180 6.2.1 材料設定 180 6.2.2 斷面設定與模型建立 182 6.2.3 邊界條件與外力加載設定 183 6.3 ETABS線性模型與有限元素模型分析結果之比較 183 第七章 含邊界柱鋼板混凝土複合牆ETABS非線性模型之分析結果 194 7.1 ETABS線性與非線性模型之差別 194 7.2 ETABS非線性模型設定 196 7.2.1 材料設定 196 7.2.2 斷面設定與模型建立 197 7.2.3 邊界條件與外力加載設定 197 7.2.4 非線性鉸設定 198 7.3 ETABS非線性模型與有限元素模型分析結果之比較 200 7.3.1 牆體有元素分割之ETABS非線性模型 200 7.3.2 牆體無元素分割之ETABS非線性模型 204 第八章 結論與建議 225 8.1 結論 225 8.1.1 有限元素模型之結論 225 8.1.2 纖維模型之結論 226 8.1.3 ETABS模型之結論 226 8.2 建議 227 8.2.1 有限元素模型之建議 227 8.2.2 纖維模型之建議 228 8.2.3 ETABS模型之建議 228 參考文獻 229 | |
dc.language.iso | zh-TW | |
dc.title | 含邊界柱之單層及多層樓鋼板混凝土複合牆系統之數值模擬研究 | zh_TW |
dc.title | Numerical Modeling of Single- and Multi-Story Steel-Plate Composite Walls with Boundary Columns | en |
dc.type | Thesis | |
dc.date.schoolyear | 110-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 吳東諭(Tung-Yu Wu),廖文義(Wen-I Liao) | |
dc.subject.keyword | 鋼板混凝土複合牆,有限元素分析,OpenSees纖維模型,XTRACT纖維模型,ETABS模型, | zh_TW |
dc.subject.keyword | Steel-plate composite wall,finite element method,OpenSees fiber model,XTRACT model,ETABS model, | en |
dc.relation.page | 234 | |
dc.identifier.doi | 10.6342/NTU202203040 | |
dc.rights.note | 同意授權(限校園內公開) | |
dc.date.accepted | 2022-09-02 | |
dc.contributor.author-college | 工學院 | zh_TW |
dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
dc.date.embargo-lift | 2022-09-05 | - |
顯示於系所單位: | 土木工程學系 |
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