| 研究生: |
陳俊宏 Chen, Chun-Hung |
|---|---|
| 論文名稱: |
考慮土壤結構互制效應之核電廠圍阻體結構健康診斷研究 Structural Health Diagnosis of Containment Building in Nuclear Power Plant Considering Soil–Structure Interaction Effect |
| 指導教授: |
朱世禹
Chu, Shih-Yu |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 土木工程學系 Department of Civil Engineering |
| 論文出版年: | 2021 |
| 畢業學年度: | 109 |
| 語文別: | 中文 |
| 論文頁數: | 208 |
| 中文關鍵詞: | 健康監測 、系統識別 、核電廠圍阻體 、土壤結構互制 |
| 外文關鍵詞: | structural health monitoring, system identification, containment building in nuclear power plant, soil–structure interaction effect |
| 相關次數: | 點閱:170 下載:24 |
| 分享至: |
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隨著人類文明快速的發展,建築結構物建設數量與密集度不斷增加,在台灣,地震災害對社會帶來的影響也日趨擴大,在所有種類的建築物中,又以核電廠受自然災害時對社會造成的影響最為嚴重,故於災害型地震後的核電廠進行快速結構診斷,將有助於核電廠的結構安全性評估,降低核安危害發生的機率。由於原始設計與真實圍阻體的動態行為並非完全相同,可於核電廠圍阻體適當位置裝設感測器,以量測真實地震事件時之結構反應,於進行健康診斷後相關參數如仍維持安全,則可加速重啟動之程序,如有損傷徵兆,亦可根據量化資訊進行補強措施。然而,一般健康診斷,通常假設結構基礎座落於相對堅實的地盤,但若考量圍阻體較周圍土層剛性,須考量土壤-結構互制效應之影響,以避免結構健康評估上之誤判。本文以PWR電廠一號機圍阻體為標的,進行訊號篩選與圍阻體搖擺行為分析,探討土壤-結構互制效應對健康診斷之影響,並根據歷次地震事件建立圍阻體健康履歷,作為未來重啟動之參考標準。
As the number and intensity of building structures continue to increase, the impact of earthquake disasters on society is also expanding. Among all types of buildings, nuclear power plants are also affected by natural disasters. Therefore, the rapid structural diagnosis of nuclear power plants after earthquake disasters will help the structural safety assessment of nuclear power plants and reduce the probability of nuclear accidents. Since the original design and the dynamic behavior of the real containment body are not the same, sensors can be installed at the appropriate positions of the containment body of the nuclear power plant to measure the structural response of the real earthquake event. After the health diagnosis, we know the real structural parameters, can speed up the process of nuclear power plant restart and strengthen the structural seismic assessment. However, in general health diagnosis, it is usually assumed that the structural foundation is located on a relatively solid site. If the containment building is more rigid than the surrounding soil, the soil-structure interaction effect must be considered to avoid misjudgments in the structural health assessment. This paper use nuclear power plants as identification targets, carries out signal screening and analysis of the rocking behavior of the containment building, discusses the influence of the soil-structure interaction effect on the health diagnosis, and establishes a health resume of the containment building based on previous earthquake events. This structural health resume can be reference standards for future restarts.
[1]Chu SY, Lo SC. Application of Real-Time Adaptive Identification Techinque on Damage Detection and Structural Health Monitoring. Structural Control and Health Monitoring2009; 16(2): 154-177 DOI: 10.1002/stc.304.
[2]Chu SY, Lo SC. Application of the On-Line Recursive Least-Squares Method to Perform Structural Damage Assessment. Structural Control and Health Monitoring2009; 18(3): 241-264 DOI: 10.1002/stc.362.
[3]Chu SY, Wu RL. A normalized-relative-displacement-vibration-shape (NRDVS)-based structural damage assessment scheme. Journal of Structural Integrity and Maintenance 2018; 3(3): 150-159.
[4]Chu SY, Kang CJ. Development of the structural health record of containment building in nuclear power plant. Nuclear Engineering and Technology 2021; 53(6): 2038-2045.
[5]Caravani P, Watson ML, Thomson WT. Recursive Least-Squares Time Domain Identification of Structural Parameters. ASME. J. Appl. Mech. March 1977; 44(1): 135–140.
[6]Chen CH, Yang SH. Use of Simple Model to Predict the Forced Vibration Responses of Hualien Model Structure. Journal of Mechanics 1999; 15(3): 117-126.
[7]Lin JW, Betti R, Smyth AW, Longman RW. On-line identification of non-linear hysteretic structuralsystems using a variable trace approach. EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS Earthquake Engng Struct. Dyn. 2001; 30: 1279–1303
[8]Moehle JP. Strong Monitor Drift Estimates for R/C Structures. Journal of Structural Engineering 1984; 110(9): 1988-2001.
[9]Muin S, Mosalam KM. Structural Health Monitoring Using Machine Learning and Cumulative Absolute Velocity Features. Applied Sciences 2021; 11(12): 5727.
[10]Huang MC, Lin TK, Wang JF, & Chen CH. System Identification of a Building with Considering of Soil-Foundation-Structure interaction. The Tenth National Conference on Structural Engineering, No.G143, Taoyuan, Taiwan, Dec. 1-3.
[11]Juang JN. Applied System Identification. Prentice Hall: Englewood Cliffs, New Jersey, 1994.
[12]Prabhu KM. Window functions and their applications in signal processing. Taylor & Francis, 2014.
[13]Sozen MA. Lateral Drift of Reinforced Concrete Structures Subjected to Strong Ground Motion. Bullentin of the New Zealand National Society for Earthquake Engineering 1983; 16(2): 107-122.
[14]Şafak E. Detection and Identification of Soil-Structure Interaction in Buildings from Vibration Recordings. Journal of Structural Engineering 1995; 121(5): 899-906.
[15]Stewart JP, Fenves GL. System identification for evaluating soil–structure interaction effects in buildings from strong motion recordings. Earthquake engineering & structural dynamics 1998; 27(8): 869-885.
[16]Wu WH. Equivalent fixed-base models for soil-structure interaction systems. Soil Dynamics and Earthquake Engineering 1997; 16(5): 323-336.
[17]林沛暘,標竿鋼構樓房震動台試驗,報告編號 : NCREE-2006-020。
[18] 羅俊雄、郭采蓉、林沛暘、江宏偉、林云媚,「應用隨機子空間識別法於結構健康診斷:結合穩態圖穩定標準與頻域分解法」,國家地震工程研究中心,報告編號 : NCREE-2018-025
[19]「PWR電廠一、二號機第三次十年整體安全評估審查報告」,行政院原子能委員會核能管制處(2012)。
[20]「BWR4、BWR6、PWR電廠106~110年地震觀測資料分析工作」,台灣電力股份有限公司。
[21]「PWR電廠五筆舊有地震資料識別結果」,台灣電力股份有限公司。
[22]「PWR電廠圍阻體廠房在設計地震下之非線性SSI分析研究-土壤近域及遠域非線性效應」,行政院原子能委員會核能研究所。
[23]「PWR電廠圍阻體結構分析模型建立及其地震資料驗證計畫期末報告」,行政院原子能委員會核能研究所。
[24]王信聰,「即時結構動態反應模擬器之研究應用」,碩士論文,國立暨南大學地震工程研究所,南投 (2005)。
[25]王國書,「結構動態反應訊號自動監測系統於剛心識別之應用」,碩士論文,國立成功大學土木工程研究所,台南(2007)。
[26]方璿堯,「應用OKID/ERA識別方法校正結構反應預估圖之建立流程」,碩士論文,國立成功大學土木工程研究所,台南(2010)。
[27]羅仕杰,「結構時變參數之識別研究與快速損壞評估驗證」,博士論文,國立成功大學土木工程研究所,台南(2010)。
[28]吳瑞琳,「正規化位移振形於快速震損評估之研究」,碩士論文,國立成功大學土木工程研究所,台南(2011)。
[29]胡閔翔,「正規化位移振動振形於非線性結構損壞位置之評估研究」,碩士論文,國立成功大學土木工程研究所,台南(2012)。
[30]張令杰,「振動振形配合遞迴最小平方識別法於變勁度系統之損壞評估研究」,碩士論文,國立成功大學土木工程研究所,台南(2013)。
[31]林敬博,「應用遞迴最小平方識別法進行雙線性隔震結構模型之即時參數識別」,碩士論文,國立成功大學土木工程研究所,台南(2018)。
[32]康展榮,「核電廠圍阻體之結構健康監測與診斷作業流程」,碩士論文,國立成功大學土木工程研究所,台南(2019)。
[33]鄭駿達,「運用頻率響應函數與STRATA進行井下陣列觀測資料之地盤反應分析」,碩士論文,國立成功大學土木工程研究所,台南(2021)。