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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 黃尹男 | zh_TW |
| dc.contributor.advisor | Yin-Nan Huang | en |
| dc.contributor.author | 賴巧薰 | zh_TW |
| dc.contributor.author | Ciao-Syun Lai | en |
| dc.date.accessioned | 2025-09-10T16:10:47Z | - |
| dc.date.available | 2025-09-11 | - |
| dc.date.copyright | 2025-09-10 | - |
| dc.date.issued | 2025 | - |
| dc.date.submitted | 2025-08-01 | - |
| dc.identifier.citation | Alath, S., and Kunnath, S. K. (1995). Modeling inelastic shear deformation in RC beam-column joints. Engineering Mechanics Proceedings of the 10th Conference, ASCE, University of Colorado at Boulder, CO, 822–825.
Altoontash, A. (2004). "Simulation and Damage Models for Performance Assessment of Reinforced Concrete Beam-Column Joints."Ph.D. Dissertation, Stanford University. American Society of Civil Engineers (ASCE). (2017). "Seismic evaluation and retrofit of existing buildings. " ASCE 41-17, ASCE, Reston, VA Celik, O. C., and Ellingwood, B. R. (2008). "Modeling Beam-Column Joints in Fragility Assessment of Gravity Load Designed Reinforced Concrete Frames." Journal of Earthquake Engineering, 12(3), 357-381. Chang, G. A., and Mander, J. B. (1994). "Seismic energy based fatigue damage analysis of bridge columns: Part 1 – Evaluation of seismic capacity." National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY, 238. Chopra, A. K., and McKenna, F. (2015). "Modeling viscous damping in nonlinear response history analysis of buildings for earthquake excitation." Earthquake Engineering & Structural Dynamics, 45(2), 193-211. Computers and Structures, Inc (CSI). (2018) ETABS version 2018.Walnut Creek, CA:CSI Computers and Structures, Inc (CSI). (2022). SAP2000 manual - tutorial: Introductory tutorial for linear and nonlinear static and dynamic analysis and design of three-dimensional structures, Computers and Structures, Inc., Berkeley, CA, USA. De Risi, M. T. R., Paolo; Verderame, Gerardo M.; Manfredi, Gaetano (2014). "A Nonlinear Macro Model for Numerical Simulation of Exterior RC Joints without Transverse Reinforcement." 2nd European Conference on Earthquake Engineering and Seismology Istanbul, Turkey. Di Domenico, M., Gaetani d’Aragona, M., Polese, M., Magliulo, G., Prota, A., Verderame, G. M., and Kajiwara, K. (2023). "Nonlinear modeling of the ten-story RC building at E-Defense (2015): assessment with different modeling assumptions." Bulletin of Earthquake Engineering, 21(15), 6585-6622. Kajiwara K, Tosauchi Y, Sato E, Fukuyama K, Inoue T, Shiohara H, Kabeyasawa T, Nagae T, Fukuyama H, Kabeyasawa T, and Mukai T (2017). "2015 Three-dimensional Shaking Table Test of a 10-story Reinforced Concrete Building on the E-Defense, Part 1: Overview and Specimen Design of the Base Slip and Base Fixed Tests." 16th World Conference on Earthquake Engineering. Karsan, I. D., and Jirsa, J. O. (1969). "Behavior of Concrete Under Compressive Loadings." Journal of the Structural Division, 95(12), 2543-2564. Kent, D. C., and Park, R. (1971). "Flexural Members with Confined Concrete." Journal of the Structural Division, 97(7), 1969-1990. Lowes, L. N., Mitra, N., and Altoontash, A. (2003). " A Beam-Column Joint Model for Simulating the Earthquake Response of Reinforced Concrete Frames." Pacific Earthquake Engineering Research Center, University of California, Berkeley. Mander, J. B., Priestley, M. J. N., and Park, R. (1988). "Theoretical Stress‐Strain Model for Confined Concrete." Journal of Structural Engineering, 114(8), 1804-1826. McKenna, F. (2011). "OpenSees: A Framework for Earthquake Engineering Simulation." Computing in Science & Engineering, 13, 58-66. NIST (National Institute of Standards and Technology). (2010). NEHRP seismic design technical brief No. 4: Nonlinear structural analysis for seismic design: A guide for practicing engineers (NIST GCR 10-917-5). Prepared by NEHRP Consultants Joint Venture (ATC and CUREE). Gaithersburg, MD: National Institute of Standards and Technology. OpenSees (2025). "Open system for earthquake engineering simulation." https://opensees.berkeley.edu/ Pacific Earthquake Engineering Research (PEER) Center (2023). “Open System for Earthquake Engineering Simulation (OpenSees),” Dec. 28, 2023. Park, R., and Paulay, T. (1975). "Ductile reinforced concrete frames: Some comments on the special provisions for seismic design of ACI 318-71 and on capacity design." Bulletin of the New Zealand Society for Earthquake Engineering, 8(1), 70-90. Paulay, T., and Priestley, M. N. (1992). Seismic design of reinforced concrete and masonry buildings, Wiley New York. Petracca, M., Candeloro, F., and Camata, G. (2017). STKO user manual. ASDEA Software Technology, L’Aquila, Italy. Sato E, Tosauchi Y, Fukuyama K, Inoue T, Kajiwara K, Shiohara H, Kabeyasawa T, Nagae T, Fukuyama H, Kabeyasawa T, and Mukai T (2017). "2015 Three-dimensional Shaking Table Test of a 10-story Reinforced Concrete Building on the E-Defense, Part 2: Specimen Fabrication and Construction, Test Procedure, and Instrumentation Program." 16th World Conference on Earthquake Engineering. Tosauchi Y, Sato E, Fukuyama K, Inoue T, Kajiwara K, Shiohara H, Kabeyasawa T, Nagae T, Fukuyama H, Kabeyasawa T, and Mukai T (2017). "2015 Three-dimensional Shaking Table Test of a 10-story Reinforced Concrete Building on the E-Defense, Part 3: Base Slip and Base Fixed Test Results." 16th World Conference on Earthquake Engineering. 中國土木水利工程學會 (2021). 混凝土工程設計規範與解說(土木401-110) 內政部國土管理署 (2023). 建築物混凝土結構設計規範, 中華民國內政部營建署, 台北, 台灣. 兵庫耐震工学研究センター (2015). "10 階建鉄筋コンクリート造建物試験体の製作・組立・解体工事." 国立研究開発法人防災科学技術研究所, 兵庫, 日本. 李文嘉 (2023). "鋼筋混凝土梁柱接頭受柱軸力及反復側力之耐震測試." 碩士, 國立雲林科技大學, 雲林, 臺灣. 沈育銘 (2025). "基於臺灣建築結構監測資料之非結構構件加速度耐震需求研究." 碩士, 國立臺灣大學, 臺北, 臺灣. 防災科学技術研究所 (2013). "E-Defense実験データアーカイブ(ASEBI)." https://doi.org/10.17598/NIED.0020 邱聰智、鍾立來、涂耀賢、賴昱志、曾建創、翁樸文、莊明介、葉勇凱、李其航、林敏郎、王佳憲、沈文成、蕭輔沛、薛強、黃世建 (2020), "臺灣結構耐震評估與補強技術手冊(TEASPA V4.0)." 國家地震工程研究中心, 台北, 台灣。 紀盈綺 (2012). "鋼筋混凝土梁柱接頭耐震試驗資料庫建構與參數分析." 碩士, 國立雲林科技大學, 雲林, 臺灣. 張家榮 (2014). "新高強度鋼筋混凝土外部梁柱接頭剪力強度測試." 碩士, 國立雲林科技大學, 雲林, 臺灣. 陳彥廷 (2024). "鋼筋混凝土特殊抗彎矩構架非線性歷時分析及地震歷時挑選與縮放研究." 碩士, 國立臺灣大學, 臺北, 臺灣. 游富吉 (2023). "鋼筋混凝土梁柱接頭受柱軸力及反復側力之分析." 碩士, 國立雲林科技大學, 雲林, 臺灣. 劉騰嶸 (2022). "柱軸力對鋼筋混凝土梁柱接頭耐震性能之影響." 碩士, 國立雲林科技大學, 雲林, 臺灣. 蕭輔沛、蔡仁傑、翁樸文、沈文成、徐侑呈、周德光、翁元滔、簡文郁、林佳蓁、劉勛仁 (2022) "台灣結構耐震評估非線性動力分析方法(TEASDA 1.0)." 國家地震工程研究中心, 台北, 台灣。 | - |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/99402 | - |
| dc.description.abstract | 本研究旨在建立可靠的鋼筋混凝土結構非線性行為數值模擬與非線性動力分析方法，並以日本E-Defense於2015年進行之十層鋼筋混凝土結構振動台試驗作為驗證依據。本研究採用OpenSees作為數值分析平台，透過纖維斷面模擬梁柱構件非線性行為，結合以Scissor model概念建立的梁柱接頭元素與雷利阻尼模型進行非線性歷時分析。
研究首先蒐集既有文獻的梁柱接頭試驗結果，驗證Scissor model結合Pinching4材料及區間法計算接頭剪力強度之適用性；接著建立振動台試驗數值模型，探討接頭變形、材料強度設定、初始軸力與阻尼參數等建模變因對模擬精度的影響，並比較不同地震強度下的模擬準確度。此外，研究亦探討不同地震強度下的樓板反應譜模擬結果，檢視數值模型對非結構元件設計需求相關參數之模擬能力。最後，綜合比較試驗與數值模擬結果，提出本研究建議之數值建模策略，供未來進行鋼筋混凝土建築結構非線性模擬之研究者與工程師參考。 | zh_TW |
| dc.description.abstract | This study aims to establish a reliable numerical modeling and nonlinear dynamic analysis method for reinforced concrete (RC) structures, validated against the ten-story RC building shake table test conducted at Japan’s E-Defense in 2015. OpenSees was adopted as the numerical analysis platform, where the nonlinear behavior of beam-column members was modeled using fiber sections, combined with a Scissor model-based beam-column joint element and Rayleigh damping to perform nonlinear time-history analyses.
The study first collected existing experimental results of beam-column joints to verify the applicability of the Scissor model combined with the Pinching4 material and the interval method for estimating joint shear strength. Subsequently, a numerical model of the shake table test was developed to investigate the influence of modeling parameters—such as joint deformation, material strength settings, initial axial force, and damping parameters—on simulation accuracy, as well as to compare the simulation performance under different earthquake intensity levels. In addition, the study examined floor response spectra under varying earthquake intensities to evaluate the model’s capability in predicting parameters relevant to the design of nonstructural components. Finally, based on a comprehensive comparison of experimental and numerical results, recommended numerical modeling strategies are proposed to serve as a reference for future researchers and engineers conducting nonlinear simulations of RC building structures. | en |
| dc.description.provenance | Submitted by admin ntu (admin@lib.ntu.edu.tw) on 2025-09-10T16:10:47Z No. of bitstreams: 0 | en |
| dc.description.provenance | Made available in DSpace on 2025-09-10T16:10:47Z (GMT). No. of bitstreams: 0 | en |
| dc.description.tableofcontents | 口試委員會審定書 i
誌謝 ii 摘要 iii ABSTRACT iv 目次 v 圖次 viii 表次 xii 第一章 緒論 1 1.1 研究背景 1 1.2 研究目的 2 1.3 論文架構 2 第二章 文獻回顧 3 2.1 鋼筋混凝土非線性模擬方法 3 2.1.1 OpenSees與STKO軟體介紹 3 2.1.2 分佈塑性模型與纖維斷面 4 2.1.3 接頭模型 7 2.1.4 雷利阻尼模型 8 2.2 接頭非線性行為評估方式 10 2.2.1 梁柱接頭破壞模式 10 2.2.2 接頭剪力強度 11 2.3 混凝土組成律 12 2.3.1 表層混凝土 12 2.3.2 核心混凝土 13 第三章 Scissor Model接頭模型驗證 23 3.1 接頭模型選擇 23 3.2 梁柱外接頭試驗介紹 24 3.3 接頭數値模型之適用性驗證 26 3.3.1 模型建立方法與參數設定 26 3.3.2 模擬結果與比較 28 3.4 接頭剪力強度係數區間法 29 3.4.1 材料參數設定 30 3.4.2 區間法驗證結果與分析 30 第四章 振動台試驗與數值模擬方法 47 4.1 E-defense振動台試驗簡介 47 4.2 數值分析模型建置說明 48 4.3 梁柱接頭模擬 50 4.4 數值分析模型阻尼參數設定 51 4.5 系統識別方法 52 第五章 分析結果與討論 69 5.1 模態分析 69 5.2 非線性歷時分析結果 70 5.2.1 模擬梁柱接頭之影響 (JMA-KOBE 50%地震強度) 71 5.2.2 材料模型與敏感度分析 (JMA-KOBE 50%地震強度) 72 5.2.3 其他阻尼參數之探討 (JMA-KOBE 50%地震強度) 72 5.2.4 固有阻尼比調整 (JMA-KOBE 50%地震強度) 75 5.2.5 考慮初始軸力 (JMA-KOBE 50%地震強度) 76 5.2.6 建模策略統整 76 5.3 JMA-KOBE 100%試驗模擬結果 78 5.4 樓板反應譜比較 79 第六章 結論與建議 112 6.1 結論 112 6.2 建議 113 6.3 未來研究方向 114 參考文獻 115 附錄 A. 120 附錄 B. 129 | - |
| dc.language.iso | zh_TW | - |
| dc.subject | 振動台試驗 | zh_TW |
| dc.subject | 鋼筋混凝土結構 | zh_TW |
| dc.subject | 非線性歷時分析 | zh_TW |
| dc.subject | OpenSees | zh_TW |
| dc.subject | 纖維斷面 | zh_TW |
| dc.subject | 梁柱接頭 | zh_TW |
| dc.subject | 樓版反應譜 | zh_TW |
| dc.subject | Reinforced Concrete Structure | en |
| dc.subject | Floor Response Spectrum | en |
| dc.subject | Beam-column Joint | en |
| dc.subject | Fiber Section | en |
| dc.subject | OpenSees | en |
| dc.subject | Nonlinear Response-History Analysis | en |
| dc.subject | Shaking Table Test | en |
| dc.title | E-Defense十層樓鋼筋混凝土結構之振動臺試驗非線性行為模擬與驗證 | zh_TW |
| dc.title | Nonlinear Behavior Simulation and Validation of a Ten-Story Reinforced Concrete Structure Based on the E-Defense Shake Table Test | en |
| dc.type | Thesis | - |
| dc.date.schoolyear | 113-2 | - |
| dc.description.degree | 碩士 | - |
| dc.contributor.oralexamcommittee | 李宏仁;黃世建;吳東諭 | zh_TW |
| dc.contributor.oralexamcommittee | Hung-Jen Lee;Shyh-Jiann Hwang;Tung-Yu Wu | en |
| dc.subject.keyword | 振動台試驗,鋼筋混凝土結構,非線性歷時分析,OpenSees,纖維斷面,梁柱接頭,樓版反應譜, | zh_TW |
| dc.subject.keyword | Shaking Table Test,Reinforced Concrete Structure,Nonlinear Response-History Analysis,OpenSees,Fiber Section,Beam-column Joint,Floor Response Spectrum, | en |
| dc.relation.page | 139 | - |
| dc.identifier.doi | 10.6342/NTU202503402 | - |
| dc.rights.note | 同意授權(限校園內公開) | - |
| dc.date.accepted | 2025-08-06 | - |
| dc.contributor.author-college | 工學院 | - |
| dc.contributor.author-dept | 土木工程學系 | - |
| dc.date.embargo-lift | 2027-08-01 | - |
| 顯示於系所單位： | 土木工程學系 | |
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