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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 廖國偉 | |
| dc.contributor.author | An-Hsun Lee | en |
| dc.contributor.author | 李安勳 | zh_TW |
| dc.date.accessioned | 2021-06-17T04:32:25Z | - |
| dc.date.available | 2021-08-15 | |
| dc.date.copyright | 2018-08-15 | |
| dc.date.issued | 2018 | |
| dc.date.submitted | 2018-08-10 | |
| dc.identifier.citation | [1] AASHTO. LRFD Seismic Analysis and Design of Bridges Reference Manual., U.S. Department of Transportation Federal Highway Administration, 2014.
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Georgia Institute of Technology, School of Civil and Environmental Engineering, 2005. [45] Porter, K., A Beginners Guide to Fragility, Vulnerability, and Risk., University of Colorado Boulder, 2017. [46] Priestley, M. J. N., Verma, R., and Xiao, Y. “Seismic Shear Strength of Reinforced Concrete Columns.” Journal of Structural Engineering, 120(8), pp. 2310-2329,1994. [47] Wang, P., Zhao, M., and Du, X., “Analytical solution and simplified formula for earthquake induced hydrodynamic pressure on elliptical hollow cylinders in water.” Ocean Engineering, 148, pp.149-160, 2018. [48] Bai, J., “The added mass and damping coefficients of and the excitation forces on four axisymmetric ocean platforms.” Naval Ship Research and Development Center. Report No. SPD-670-01, April 1976. [49] Isaacson, M., and Mathai, T., “Hydrodynamic coefficients of vertical cylinders of arbitrary section.” Journal of Offshore Mechanics and Arctic Engineering, 113, pp. 109-116, 1991. [50] Schwartz, D. 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| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/70607 | - |
| dc.description.abstract | 本篇之研究考量橋梁受到浸水效應，並模擬其在地震威脅下之破壞機率。為模擬橋梁在浸水效應下之反應，將橋梁之材料之質量重新定義，並進行非線性動力分析。而後透過考量之外力計算出橋梁之可靠度，並探討橋梁在特定重現期距之洪水水位、附加質量方法、地動強度下之易損性。為探討地震事件下之破壞機率，分別求取地震強度、事件發生機率與易損性曲線，而在探討地震威脅發生機率，再取保守計算求得。最後便可依此結構易損性與地震威脅之發生機率求得破壞機率。 | zh_TW |
| dc.description.abstract | The purpose of this study is to assess the failure probability for a water-surrounded river bridge under seismic excitations within its design service period. To simulate the water-surrounded effect of a bridge structure, developing the constitutive law of materials behavior of piers is necessary. In addition, the aforementioned data is utilized to construct a bridge model for performing nonlinear time-history analysis. Based on analysis results, the structural demand is acquired. The structural capacity can be determined from design guideline. The fragility of water-surrounded river bridge and seismic intensity can be evaluated with the information of demand and capacity. This study evaluates seismic intensity and fragility to obtain the failure probability. Finally, the failure probability under seismic and water-surrounded effect within its design service period is calculated by combining structural fragility and the occurrence probability of seismic event. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-17T04:32:25Z (GMT). No. of bitstreams: 1 ntu-107-R05622014-1.pdf: 7688763 bytes, checksum: c6db65031014bcead77e8ff7c01312dc (MD5) Previous issue date: 2018 | en |
| dc.description.tableofcontents | 目錄
口試委員會審定書 # 誌謝 i 中文摘要 ii ABSTRACT iii 目錄 iv 圖目錄 vi 表目錄 viii 第1章 緒論 1 1.1 研究背景 1 1.2 研究動機與目的 1 第2章 文獻探討 2 2.1 圓柱型橋墩之動水壓力簡化公式 2 2.2 地震危害度分析 3 2.2.1 定值式地震危害度分析 3 2.2.2 機率式地震危害度分析 3 2.3 橋梁破壞模式 4 2.4 易損性曲線 5 第3章 研究方法 7 3.1 研究流程 7 3.2 案例模型資訊 8 3.2.1 橋梁結構配置 9 3.2.2 初始材料性質 12 3.2.3 環境參數 13 3.3 橋梁動水壓力之模擬 13 3.3.1 動水壓力之簡化式 14 3.3.2 河川水深之深度 19 3.4 地震危害度分析 22 3.5 易損性分析 24 3.5.1 地震紀錄與非線性動力分析 24 3.5.2 易損性分析 26 3.5.3 災害破壞機率分佈 29 第4章 研究結果 31 4.1 易損性分析結果 31 4.2 破壞機率分析結果 45 第5章 結論與建議 48 5.1 研究結論 48 5.2 未來建議 49 參考文獻 50 附錄A 56 附錄B 67 | |
| dc.language.iso | zh-TW | |
| dc.subject | 地震 | zh_TW |
| dc.subject | 橋梁 | zh_TW |
| dc.subject | 附加質量 | zh_TW |
| dc.subject | 洪水水位 | zh_TW |
| dc.subject | 易損性 | zh_TW |
| dc.subject | 破壞機率 | zh_TW |
| dc.subject | 重現期距 | zh_TW |
| dc.subject | Bridges | en |
| dc.subject | failure probability | en |
| dc.subject | flood level | en |
| dc.subject | return period | en |
| dc.subject | fragility | en |
| dc.subject | earthquake | en |
| dc.subject | added mass | en |
| dc.title | 浸水效應下跨河橋梁耐震易損性分析 | zh_TW |
| dc.title | Seismic fragility analysis of a water-surrounded river bridge | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 106-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.coadvisor | 胡明哲 | |
| dc.contributor.oralexamcommittee | 陳瑞華,宋裕祺 | |
| dc.subject.keyword | 橋梁,地震,重現期距,洪水水位,附加質量,易損性,破壞機率, | zh_TW |
| dc.subject.keyword | Bridges,earthquake,fragility,return period,flood level,added mass,failure probability, | en |
| dc.relation.page | 114 | |
| dc.identifier.doi | 10.6342/NTU201802109 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2018-08-12 | |
| dc.contributor.author-college | 生物資源暨農學院 | zh_TW |
| dc.contributor.author-dept | 生物環境系統工程學研究所 | zh_TW |
| 顯示於系所單位： | 生物環境系統工程學系 | |
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