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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 郭安妮 | zh_TW |
| dc.contributor.advisor | Annie On-Lei Kwok | en |
| dc.contributor.author | 黃譯賢 | zh_TW |
| dc.contributor.author | Yi-Sian Huang | en |
| dc.date.accessioned | 2023-08-16T16:34:37Z | - |
| dc.date.available | 2023-11-10 | - |
| dc.date.copyright | 2023-08-16 | - |
| dc.date.issued | 2023 | - |
| dc.date.submitted | 2023-08-07 | - |
| dc.identifier.citation | 1.Annaki, M., and Lee, K. L. (1977). “Equivalent uniform cycle concept for dynamics.” Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, 103(6), 549–564.
2.Arias, A. (1970). “A measure of earthquake intensity.” In Seismic Design for Nuclear Power Plants, edited by Hansen, R.J., MIT Press, Cambridge, Massachusetts, 438–483. 3.Bhattacharya, S., Hyodo, M., Goda, K., Tazoh, T., and Taylor, C.A. (2011). “Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake.” Soil Dynamics and Earthquake Engineering, 31, 1618– 1628. 4.Bommer, J. J., Magenes, G., Hancock, J., and Penazzo, P. (2004). “The influence of strong-motion duration on the seismic response of masonry structures.” Bulletin of Earthquake Engineering, 2(1), 1–26. 5.Bommer, J.J., Hancock, J., Alarcón, J.E. (2006). “Correlations between duration and number of cycles of earthquake ground motion.” Soil Dynamics and Earthquake Engineering, 26, 1–13. 6.Bommer, J.J., Stafford, P.J., Alarcón, J.E. (2009). “Empirical equations for the prediction of the significant, bracketed, and uniform duration of earthquake ground motion.” Bulletin of the Seismological Society of America, 99(6), 3217–3233. 7.Bray, J.D., Macedo, J., and Travasarou, T. (2018). “Simplified Procedure for Estimating Seismic Slope Displacements for Subduction Zone Earthquakes.” Journal of Geotechnical and Geoenvironmental Engineering, 144(3), 04017124. 8.Chandramohan, R., Baker, J. W., and Deierlein, G. G. (2016). “Quantifying the influence of ground motion duration on structural collapse capacity using spectrally equivalent records.” Earthquake Spectra, 32(2), 927–950. 9.Ghanat, S. (2011). “Duration Characteristics of the Mean Horizontal Component of Shallow Crustal Earthquake Records in Active Tectonic Regions.” Ph.D. dissertation, Arizona State University, Tempe, Arizona. 10.Ghofrani, H., and Atkinson, G. M. (2015). “Duration of the 2011 Tohoku earthquake ground motions.” Journal of Seismology, 19(1), 9–25. 11.Green, R. A., and Terri, G. A. (2005). “Number of equivalent cycles concept for liquefaction evaluations—revisited.” Journal of Geotechnical and Geoenvironmental Engineering, 131(4), 477–488. 12.Hancock, J., and Bommer, J. J. (2007). “Using spectral matched records to explore the influence of strong-motion duration on inelastic structural response.” Soil Dynamics and Earthquake Engineering, 27(4), 291–299. 13.Hernandez, B., and Cotton, F. (2000). “Empirical determination of the ground shaking duration due to an earthquake using strong motion accelerograms for engineering applications.” 12th World Conference on Earthquake Engineering, Auckland, New Zealand, Paper No. 2254/4. 14.Husid, L. R. (1969). “Características de terremotos. Análisis general.” Revista del IDIEM 8, Santiago de Chile, 21-42. 15.Iervolino, I., Manfredi, G., and Cosenza, E. (2006). “Ground motion duration effects on nonlinear seismic response.” Earthquake Engineering and Structural Dynamics, 35(1), 21–38. 16.Kaklamanos, J., Baise, L.G., and Boore, D.M. (2011). “Estimating Unknown Input Parameters when Implementing the NGA Ground-Motion Prediction Equations in Engineering Practice.” Earthquake Spectra, 27(4), 1219–1235. 17.Kempton, J.J., and Stewart, J.P. (2006). “Prediction equations for significant duration of earthquake ground motions considering site and near-source effects.” Earthquake Spectra, 22(4), 985–1013. 18.Lee, C.T. and Tsai, B.R. (2008). “Mapping Vs30 in Taiwan.” Terrestrial Atmospheric and Oceanic Sciences, 19(6), 671-682. 19.Lee, J. (2009). “Engineering Characterization of Earthquake Ground Motions.” Ph.D. dissertation, University of Michigan, Ann Arbor, Michigan. 20.Lee, J., and Green, R.A. (2014). “An empirical significant duration relationship for stable continental regions.” Bulletin of Earthquake Engineering, 12(1), 217–235. 21.Lee, Y.T., Ma, K.F., Wang, Y.J. and Wen, K.L. (2015). “An empirical equation of effective shaking duration for moderate to large earthquakes.” Natural Hazards, 75, 1779–1793. 22.Miner, M. A. (1945). “Cumulative damage in fatigue.” Transactions of the A.S.M.E., 67, A159–A164. 23.Palmgren, A. (1924). “Die lebensdauer von kugella geru.” Zeitschrift des Vereines Deutscher Ingenieure, 68(14), 339–341. 24.Rauch, A.F., and Martin, J.R. (2000). “EPOLLS model for predicting average displacements on lateral spreads.” Journal of Geotechnical and Geoenvironmental Engineering, 126(4), 360–371. 25.Rauch, A.F., and Martin, J.R. (2001). “Predicting the Maximum and Distribution of Displacements on Liquefaction-Induced Lateral Spreads.” Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, California. 26.Seed, H. B., Idriss, I. M., Makdisi, F., and Banerjee, N. (1975). “Representation of, irregular stress time histories by equivalent uniform stress series in liquefaction analysis.” Report No. EERC 75-29, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, California. 27.蔡義本、溫國樑、陳桂寶、郭倢慇，2000。台灣地震目錄的統整與強地動模式衰減發展。87年度防災型國家科技計畫－整合性專案研究報告，第79 頁。 28.溫國樑、郭俊翔、呂奇祝，2020。109年度地震資料之分析應用計畫－臺灣陸域與東部海域非線性場址效應分析(I)，第430頁。 29.交通部中央氣象局臺灣地震與地球物理資料管理系統，網址：https://gdmsn.cwb.gov.tw/。 30.強震測站場址工程地質資料庫，網址：http://egdt.ncree.org.tw/。 | - |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/88968 | - |
| dc.description.abstract | 地震的延時在地震工程中是一項重要的參數，它可以評估建築物的表現、潛在的山崩和土壤液化。雖然目前已有許多類型的地震延時參數被提出，但先前的學者仍然偏好使用「顯著地震延時」來建立地震延時的預測模型。由於一個地區受震的反應主要受到震源、距離以及場址本身的條件影響，因此有許多學者將地震延時的預測方程式假設為地震規模、距離參數和場址參數的函數。
台灣強地動觀測網蒐集大量的地震記錄，本研究將從該資料庫選擇近二十年地震規模大於5.5的記錄，並為台灣地區建立地震延時的預測模型。本研究的過程包括判斷先前學者所提出的預測模型是否適用於台灣地區，以及對各個參考模型進行比較，並觀察其優缺點。最後將分別採取傳統迴歸分析以及混合效應回歸分析，為台灣地區建立適合的地震延時預測模型。 | zh_TW |
| dc.description.abstract | Duration is an important ground motion parameter. It can be used for assessing building performance, potential landslides and liquefaction. Many types of duration parameters have been proposed, but significant duration is the most widely used duration parameter. The ground motion is controlled by the source, path and site conditions. For this reason, the predictive models for the duration parameter are usually functions of earthquake magnitude, distance parameter and site parameter.
In this study, the earthquake recordings from the Taiwan Strong Motion Instrumentation Program (TSMIP) are utilized. The earthquake events with local magnitude larger than 5.5 in recent years are selected. The objectives of this study are to identify if there are any shortcomings in the previous predictive models for the duration parameters, and to compare the performance of different models. In addition, new predictive models for the duration parameters for use in Taiwan are developed by the classical regression method and the mixed-effects regression method. | en |
| dc.description.provenance | Submitted by admin ntu (admin@lib.ntu.edu.tw) on 2023-08-16T16:34:37Z No. of bitstreams: 0 | en |
| dc.description.provenance | Made available in DSpace on 2023-08-16T16:34:37Z (GMT). No. of bitstreams: 0 | en |
| dc.description.tableofcontents | 致謝 i
摘要 ii Abstract iii Table of Contents iv List of Figures vii List of Tables xv Chapter 1 Introduction 1 1.1 Motivation and Objective 1 1.2 Research Method 2 1.3 Organization of the Thesis 3 Chapter 2 Literature Review 5 2.1 Duration of Ground Motion 5 2.1.1 Significant Duration 6 2.1.2 Bracketed Duration 7 2.1.3 Effective Shaking Duration 8 2.2 Application of Duration Parameter 9 2.2.1 Seismic Displacement of Slope 10 2.2.2 Liquefaction 12 2.2.3 Structural Damage 16 2.3 Prediction Models for Duration 18 2.3.1 Related Parameters 19 2.3.2 Models for Significant Duration 23 2.3.3 Model for Effective Shaking Duration 28 Chapter 3 Data Collection and Processing 31 3.1 Data Collection 31 3.1.1 Earthquake Attributes 31 3.1.2 Ground Motion Recordings 38 3.1.3 Site Parameters 38 3.2 Data Processing 63 3.2.1 Parameters Conversion 63 3.2.2 Baseline Correction 64 3.3 Data Statistics 66 Chapter 4 Comparison of Previous Duration Models 71 4.1 Models Performance 71 4.1.1 Performance of Significant Duration Models 71 4.1.2 Performance of Effective Shaking Duration Model 77 4.2 Residual Analysis 80 4.2.1 Residuals of Duration Related to Distance Parameter 81 4.2.2 Residuals of Duration Related to Magnitude Parameters 82 4.2.3 Residuals of Duration Related to Vs30 82 4.2.4 Residuals of Duration Related to Other Parameters 83 Chapter 5 Model Development 109 5.1 Recommendation for Model Development 109 5.2 Regression Analysis 111 5.2.1 Nonlinear Regression 111 5.2.2 Nonlinear Mixed-Effects Regression 124 Chapter 6 Conclusions and Recommendations 142 6.1 Conclusions 142 6.2 Recommendations 143 References 145 | - |
| dc.language.iso | en | - |
| dc.subject | 台灣強地動觀測網 | zh_TW |
| dc.subject | 顯著地震延時 | zh_TW |
| dc.subject | 混合效應迴歸分析 | zh_TW |
| dc.subject | 傳統回歸分析 | zh_TW |
| dc.subject | Significant duration | en |
| dc.subject | classical regression | en |
| dc.subject | TSMIP network | en |
| dc.subject | mixed-effects regression | en |
| dc.title | 台灣地區地震延時模型之建立 | zh_TW |
| dc.title | Development of Taiwan-specific Earthquake Duration Model | en |
| dc.type | Thesis | - |
| dc.date.schoolyear | 111-2 | - |
| dc.description.degree | 碩士 | - |
| dc.contributor.oralexamcommittee | 郭俊翔;許尚逸 | zh_TW |
| dc.contributor.oralexamcommittee | Chun-Hsiang Kuo;Shang-Yi Hsu | en |
| dc.subject.keyword | 顯著地震延時,台灣強地動觀測網,傳統回歸分析,混合效應迴歸分析, | zh_TW |
| dc.subject.keyword | Significant duration,TSMIP network,classical regression,mixed-effects regression, | en |
| dc.relation.page | 149 | - |
| dc.identifier.doi | 10.6342/NTU202303384 | - |
| dc.rights.note | 未授權 | - |
| dc.date.accepted | 2023-08-09 | - |
| dc.contributor.author-college | 工學院 | - |
| dc.contributor.author-dept | 土木工程學系 | - |
| 顯示於系所單位： | 土木工程學系 | |
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