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研究生: 黃俊仁
Huang, Chun-Jen
論文名稱: 水庫壩體微震動量測分析
Study on Reservoir Dam Ambient Vibration Measurement and Analysis
指導教授: 朱聖浩
Ju, Shen-Haw
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系碩士在職專班
Department of Civil Engineering (on the job class)
論文出版年: 2014
畢業學年度: 102
語文別: 中文
論文頁數: 70
中文關鍵詞: 曾文水庫南化水庫共振自然頻率現地實驗
外文關鍵詞: Agongdian reservoir, resonance, natural frequency, field experiments
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  • 台灣位處於環太平洋地震帶,每年有感地震次數超過2000次以上,每日有感的震的平均次數多達5次以上,近幾年5級以上之有感地震,造成許多工程建設結構損害,921地震石岡壩造成崩壞,造成中部地區用水窘境,甲仙地震造成高鐵列車出軌意外,並使台中以南之路段停駛;追究其原因可能為地震頻率與結構體自然頻率產生共振,放大其地震震度效應,進而導致結構受損破壞。
    本研究係以量測水庫壩體的自然頻率為例,對於地震振動頻率發生時產生相互共振之影響,透過簡易式三維微震動偵測儀器現地量測,取得水壩壩體自然頻率,再與地震頻率做比對,推導出結構體產生共振之風險影響。本研究提供最簡易式之量測法,該量測儀器輕便、容易取得,且該量測之原始數據經由程式反覆分析後並透過有限元素分析法做比對,其數據皆與有限元素分析結果吻合,本試驗若不考慮其他震動原影響,現場量測值與有限元素分析之理論值比對誤差率在合理範圍以內,若在有限資源下,未來水庫壩體或其他結構物之自然頻率等相關研究,皆可依本試驗步驟作為實際範例。

    Taiwan is located in the circum-Pacific seismic zone, so sensible earthquakes happen over 2000 times every year and the average time of sensible earthquake per day is five. Recently, earthquakes which degree of seismicity is over 5 grade result in structural damage of many constructions. For example, earthquake 921 caused Shigang Reservoir to be damaged and the central area in Taiwan with water problem; earthquake happened in Jiasian resulted in THSR train in the derailment and stopping train working from the south of Taichung. The reason to those damages may be the resonance emerged from frequency of earthquake and natural frequency of structure itself, which magnify the effect of earthquake seismic intensity and then break the structure.
    This research takes reservoir dam body natural frequency evaluation for example, generating mutual resonance toward the earthquake vibration frequency, through simple three-dimensional micro vibration detector in situ evaluation and acquires reservoir natural frequency, and compared with earthquake frequency, inferring the risk effect that generated by structure. This research offers the most simple evaluation method, this evaluation equipment is light and portable, easy to get, and after repeatedly comparing this evaluation’s original statistics by programs and through limited element analysis, the statistics all matches limited element analysis outcome. If the test doesn’t take another vibration effect into consider, the error percentage is within a reasonable range between the comparison with in situ evaluation and limited factor analysis, if under limited resources the future reservoir dam body or other structures’ natural frequency related research all can follow the test steps as real sample.

    摘要I Abstract II 致謝III 目錄IV 表目錄VI 圖目錄VII 第一章 緒論1 1.1研究背景與目的1 1.2文獻回顧5 1.3研究方法及內容9 第二章 基本理論10 2.1訊號分析10 2.2隨機遞減法12 2.3頻譜分析13 2.4快速傅利葉轉換16 2.4.1快速傅利葉轉換理論基礎17 2.4.2快速傅利葉轉換之基本假設18 2.4.3快速傅利葉轉換之限制18 2.5吸收邊界之有限元素分析18 2.6相關振動規範19 第三章 水庫壩體現地量測實驗25 3.1概要25 3.2現地實驗與量測儀器25 3.2.1量測實驗說明25 3.2.2量測儀器說明25 3.2.3現地實驗說明32 3.3量測軟體設定36 第四章 水庫壩體微震動量測結果45 4.1曾文水庫量測結果45 4.1.1第一量測點量測結果45 4.1.2第二量測點量測結果45 4.1.3第三量測點量測結果45 4.1.4第四量測點量測結果45 4.2南化水庫量測結果55 4.2.1第一量測點量測結果55 4.2.2第二量測點量測結果55 4.2.3第三量測點量測結果55 4.3有限元素分析結果62 4.4資料整理與分析62 第五章 結論與建議67 5.1結論67 5.2建議68 參考文獻69

    [1]林晉祥、趙炳焜,「地盤受震反應分析」,地工技術,第9期,第67~80頁(1985)
    [2]石秉正,「港池非線性波浪共振之研究」 ,碩士論文,國立台灣大學 土木工程研究所,台北 (2001)
    [3]陳希舜、林家鍾,「土石壩在地震作用下之動態分析」,地工技術,第50期,第47~57頁 (1995)
    [4]Murphy, J.R.and L.J.O Brien,「The correlation of peak ground acceleration amplitude with seismic intensity and physical parameters」, Bull.Seism.Soc.Am.67,877~915.
    [5]陳宗國,「高鐵行車振動傳遞機制之研究」,碩士論文,國立成功大學 土木工程研究所,台南 (2006)
    [6]Heckl M.,Hauck G., Wettshureck R.,「Structure-borne sound and vibration from rail traffic, Journal of Sound and Vibration」, 193(1):175-184(1996)
    [7]陳仕欣,「高雄捷運環境振動特性之研究」,碩士論文,國立成功大學 土木工程研究所,台南 (2010)
    [8]Ju SH, 「3D finite element analyses of wave barriers for reduction of train-induced vibration,」Journal of Geotechnical and Geoenvironmental Engineering,ASCE.
    [9]Ju SH, 「Finite element analyses of wave propagations due to a hight-speed train across bridges,」International Journal For Numerical Methods In Engineering, Vol.54,pp.1391-1408.
    [10]邱建智,「監測自動化系統C程式之建立」,碩士論文,國立成功大學 土木工程研究所,台南 (2012)
    [11]Horike, M., Zhao, B.and Kawase, H.,「Comparison of Site Response Characteristics Inferred from Microtremors and Earthquake Shear Waves, Bull.Seism.Soc.Am., 91, 1526~1536,(2001)
    [12]劉立泰,「微振監測自動化系統程式之建立」,碩士論文,國立成功大學 土木工程研究所,台南 (2004)
    [13]游旻達,「高鐵列車在南科園區引致振動之影響研究」,碩士論文,成功大學土木工程研究所,台南 (2006)
    [14]Ju SH and Lin HD(2003(a)), 「Resonance Characteristics of Hight-Speed Trains Passing Simply Supported Bridges,」Journal of Sound and Vibration, Vol.267, PP.1127-1141.
    [15]Ju SH and Lin HD(2003(b)),「Numerical investigationof a steel arch bridge and interactionwith high-speed train,」International Journal For Numerical Methods In Vol.25, pp.241-250.
    [16]Meade, M.L., and Dillon,C.R., 「Signals and Systems, Chapman & Hall」, Londin(1991)
    [17]Richart, F.E.,Woods, R.D.and Hall,J.R.,Jr., 「Vibrations of Soils and Foundations, Prentice -Hall」, EnglewoodCliffs, N.J(1970)
    [18]ANSI S1.11-1986(ASA 65-1986).「Specification for Octave-Band and Fractional-Octave-Band Analog and Digital Filters,」 Acoustical Society of America , N.Y(1993)
    [19]German Inst.For Standards, DIN 4150:Vibrations in civil engineering-Part3:Effect on structures (in German)draft, March1983.

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