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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 土木工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/74061
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.authorZih-Rou Huangen
dc.contributor.author黃子柔zh_TW
dc.date.accessioned2021-06-17T08:18:28Z-
dc.date.available2021-08-18
dc.date.copyright2019-08-18
dc.date.issued2019
dc.date.submitted2019-08-14
dc.identifier.citationAlavi, B., and Krawinkler, H. (2001). Effects of near-fault ground motions on frame structures, John A Blume Earthquake Engineering Center Technical Report.
Ancheta, T. D., Darragh, R. B., Stewart, J. P., Seyhan, E., Silva, W. J., Chiou, B. S.-J., Wooddell, K. E., Graves, R. W., Kottke, A. R., and Boore, D. M. (2014). 'NGA-West2 database.' Earthquake Spectra, 30(3), 989-1005.
Anderson, J. C., and Bertero, V. V. (1987). 'Uncertainties in establishing design earthquakes.' Journal of Structural Engineering, 113(8), 1709-1724.
Baker, J. W. (2007). 'Quantitative classification of near-fault ground motions using wavelet analysis.' Bulletin of the Seismological Society of America, 97(5), 1486-1501.
Bedrosian, E. (1963). 'A product theorem for Hilbert transforms.' Proceedings of the IEEE, 51(5), 868-869.
Bertero, V. V., Mahin, S. A., and Herrera, R. A. (1978). 'Aseismic design implications of near-fault san fernando earthquake records.' Earthquake Engineering & Structural Dynamics, 6(1), 31-42.
Chang, Z., Sun, X., Zhai, C., Zhao, J. X., and Xie, L. (2016). 'An improved energy-based approach for selecting pulse-like ground motions.' Earthquake Engineering & Structural Dynamics, 45(14), 2405-2411.
Chen, Q., Huang, N., Riemenschneider, S., and Xu, Y. (2006). 'A B-spline approach for empirical mode decompositions.' Advances in Computational Mathematics, 24(1), 171-195.
Cheng, J., Yu, D., and Yang, Y. (2006). 'Research on the intrinsic mode function (IMF) criterion in EMD method.' Mechanical Systems and Signal Processing, 20(4), 817-824.
Ghaffarzadeh, H. (2016). 'A classification method for pulse-like ground motions based on S-transform.' Natural Hazards, 84(1), 335-350.
Huang, N. E., and Shen, S. S. P. (2014). Hilbert-Huang transform and its applications, World Scientific.
Huang, N. E., Shen, Z., and Long, S. R. (1999). 'A new view of nonlinear water waves: The Hilbert spectrum.' Annual Review of Fluid Mechanics, 31(1), 417-457.
Huang, N. E., Shen, Z., Long, S. R., Wu, M. C., Shih, H. H., Zheng, Q., Yen, N.-C., Tung, C. C., and Liu, H. H. (1998). 'The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis.' Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences, 454(1971), 903-995.
Huang, N. E., Wu, M.-L. C., Long, S. R., Shen, S. S. P., Qu, W., Gloersen, P., and Fan, K. L. (2003). 'A confidence limit for the empirical mode decomposition and Hilbert spectral analysis.' Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences, 459(2037), 2317-2345.
Loh, C. H., Huang, N. E., and Wu, T. C. (2001). 'Application of the empirical mode decomposition-Hilbert spectrum method to identify near-fault ground-motion characteristics and structural responses.' Bulletin of the Seismological Society of America, 91(5), 1339-1357.
Mukhopadhyay, S., and Gupta, V. K. (2013). 'Directivity pulses in near-fault ground motions—I:Identification, extraction and modeling.' Soil Dynamics and Earthquake Engineering, 50, 1-15.
Nuttall, A. H., and Bedrosian, E. (1966). 'On the quadrature approximation to the Hilbert transform of modulated signals.' Proceedings of the IEEE, 54(10), 1458-1459.
Reid, H. F. (1910). 'The mechanics of the earthquake, the California earthquake of April 18, 1906, report of the state investigation commission.' Carnegie Institution of Washington, Washington, D.C. .
Shahi, S. K., and Baker, J. W. (2014). 'An efficient algorithm to identify strong-velocity pulses in multicomponent ground motions.' Bulletin of the Seismological Society of America, 104(5), 2456-2466.
Singh, J. P. (1985). 'Earthquake ground motions: implications for designing structures and reconciling structural damage.' Earthquake Spectra, 1(2), 239-270.
Somerville, P. G., Smith, N. F., Graves, R. W., and Abrahamson, N. A. (1997). 'Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity.' Seismological Research Letters, 68(1), 199-222.
WANG, J. L., and LI, Z. J. (2013). 'Extreme-point symmetric mode decomposition method for data analysis.' Advances in Adaptive Data Analysis, 05(03), 1350015.
WU, Z., and HUANG, N. E. (2009). 'Ensemble empirical mode decomposition::A noise-assisted data analysis method.' Advances in Adaptive Data Analysis, 01(01), 1-41.
YEH, J. R., SHIEH, J. S., and HUANG, N. E. (2010). 'Complementary ensemble empirical mode decomposition: A novel noise enhanced data analysis method.' Advances in Adaptive Data Analysis, 02(02), 135-156.
Zhai, C., Li, C., Kunnath, S., and Wen, W. (2018). 'An efficient algorithm for identifying pulse-like ground motions based on significant velocity half-cycles.' Earthquake Engineering & Structural Dynamics, 47(3), 757-771.
Zhao, G., Xu, L., and Xie, L. (2016). 'A simple and quantitative algorithm for identifying pulse‐like ground motions based on zero velocity point method.' Bulletin of the Seismological Society of America, 106(3), 1011-1023.
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/74061-
dc.description.abstract由於脈衝型地震會使結構物需要更高的耐震需求來避免遭到破壞,因此長久以來備受學界關注。近年來許多學者發展出各自的脈衝篩選機制,其中以Shahi and Baker (2014)所提出基於小波轉換之理論為現今主流篩選機制,然而脈衝波形多樣且無明確定義,導致此方法存在限制脈衝的判斷或扭曲真實之脈衝形狀的隱憂,此外由於小波分析之特性隱含較長脈衝週之脈衝將先被提出,可能會導致忽略對結構物較有影響之週期。
為此本研究引進時頻分析工具-希爾伯特-黃轉換(Hilbert Huang Transform,HHT),HHT主要分為兩個部分進行,第一部分為經驗模態分解(Empirical Mode Decomposition,EMD)會將地震訊號拆成數條本質模態函數(Intrinsic Mode Functions, IMF);第二部分為瞬時頻率計算會將所有IMF轉換到時頻域上呈現。本研究最終提出一套新的脈衝篩選機制,與Shahi and Baker (2014)之篩選結果相比,由於本研究所提出之方法並非使用預設脈衝函數基礎,對脈衝形狀限制較為寬鬆,被判斷為脈衝型地震之數量上升,較適合用以篩選出脈衝波數較少之脈衝型地震;新脈衝週期計算採用HHT時頻分析結果,最終能將脈衝型地震中較為主要之頻率內涵一併提出,使得一筆地震紀錄會有ㄧ個以上脈衝週期供人參考。藉由本研究之結果能更了解脈衝型地震之內涵特性。
zh_TW
dc.description.abstractPulse-type ground motions produce different characteristics and higher demands on long-period structures and have drawn great attention from academic circles in the past three decades. In recent years, many scholars have developed their own methods to identify pulse-like ground motions. Among those, Shahi and Baker (2014) used wavelet transform to separate a pulse-like velocity time series into a velocity pulse and residual time series and developed index for the identification of such type of ground motion and its pulse period. Their procedure has become the most popular one. However, the procedure has its limitation since a specific type of mother wavelet is used while the shape of velocity pulse can be very different from the mother wavelet used. Furthermore, the pulse with longer period will be prior to extract because of characteristics of the wavelet analysis. The identified velocity pulse sometimes has a very long period that is not important to most buildings.
In order to avoid above disadvantages, this study introduces Hilbert Huang Transform (HHT), a time-frequency analysis tool. HHT includes two parts. The first part, Empirical Mode Decomposition (EMD), is able to decompose the seismic signal into a finite and often small number of Intrinsic Mode Functions (IMF); the second part is that converting IMFs from its time domain to a representation in the frequency and time. This study finally proposes a new method to identify pulse-like ground motions, and then comparing with the method proposed by Shahi and Baker (2014). Owing to using adaptive basis the method proposed in this study has less limitation on extracted pulse shape and therefore increases the number of pulse-like ground motions. Especially, the method is suitable to identify pulse-like ground motions having lower number of pulses. Furthermore, the new method can calculate pulse periods on time-frequency domain and identify all important frequencies from the time series.
en
dc.description.provenanceMade available in DSpace on 2021-06-17T08:18:28Z (GMT). No. of bitstreams: 1
ntu-108-R06521220-1.pdf: 10843577 bytes, checksum: 1bed783be08cfc7f1751b6592947f753 (MD5)
Previous issue date: 2019
en
dc.description.tableofcontents口試委員會審定書 i
誌謝 ii
摘要 iii
ABSTRACT iv
目錄 vi
表目錄 viii
圖目錄 ix
第 一 章 緒論 1
1.1 研究背景與動機 1
1.2 研究內容與重點 2
1.3 論文結構 3
第 二 章 文獻回顧 4
2.1 脈衝型地震之成因與特性 4
2.2 脈衝型地震之篩選機制 5
2.2.1 基於小波轉換理論之篩選機制 5
2.2.2近年來脈衝型近斷層地震篩選統整 10
2.3 希爾伯特-黃轉換(Hilbert Huang Transform) 11
2.3.1 基本理論 11
2.3.2 IMF停止準則(Stopping Criterion) 14
2.3.3 邊界效應(Boundary Effect) 15
2.3.4 HHT於地震記錄上之相關應用 16
2.4小結 16
第 三 章 希爾伯特-黃轉換(HHT)於地震歷時之應用 26
3.1 經驗模態分解(EMD)發展 26
3.2 瞬時頻率計算方式發展 29
3.3 地震資料之選擇與說明 34
3.4 EMD於地震訊號之應用 35
3.4.1 各式EMD參數設定 35
3.4.2 EMD分解特色 37
3.4.3現有EMD運用於地震紀錄之限制 38
3.5 適用於地震紀錄之新型分解法EMSMD 39
3.5.1 EMSMD運作流程介紹 39
3.5.2 EMSMD分解特點 40
3.6 時頻域分析建議 41
3.7 小結 42
第 四 章 脈衝型地震之篩選與分析 69
4.1 IMF對脈衝判別之可行性評估 69
4.2 新篩選機制之建立 71
4.3 新篩選機制與基於小波轉換理論之篩選機制比較 74
4.4 小結 75
第 五 章 HHT於脈衝週期計算之應用 100
5.1 新脈衝週期之建立 100
5.2 新脈衝週期與Shahi and Baker(2014)所得結果比較 101
5.3 小結 105
第 六 章 結論 121
參考資料 123
附件A. EMD邊界修正公式 125
附件B. 地震紀錄列表 129
dc.language.isozh-TW
dc.subject希爾伯特-黃轉換zh_TW
dc.subject經驗模態分解zh_TW
dc.subject時頻分析zh_TW
dc.subject脈衝型地震zh_TW
dc.subject脈衝週期zh_TW
dc.subjectTime-Frequency Analysisen
dc.subjectpulse perioden
dc.subjectHilbert-Huang Transformen
dc.subjectEmpirical Mode Compositionen
dc.subjectpulse-like ground motionen
dc.titleHHT在近斷層脈衝型地震記錄特性研究之應用zh_TW
dc.titleApplication of Hilbert-Huang Transform in the identification of characteristics of near-fault pulse-like ground motionsen
dc.typeThesis
dc.date.schoolyear107-2
dc.description.degree碩士
dc.contributor.oralexamcommittee黃震興(Jenn-Shin Hwang),汪向榮(Shiang-Jung Wang)
dc.subject.keyword希爾伯特-黃轉換,經驗模態分解,時頻分析,脈衝型地震,脈衝週期,zh_TW
dc.subject.keywordHilbert-Huang Transform,Empirical Mode Composition,Time-Frequency Analysis,pulse-like ground motion,pulse period,en
dc.relation.page148
dc.identifier.doi10.6342/NTU201903536
dc.rights.note有償授權
dc.date.accepted2019-08-14
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept土木工程學研究所zh_TW
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