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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.author | Li-Chun Chiu | en |
dc.contributor.author | 邱莉珺 | zh_TW |
dc.date.accessioned | 2021-06-08T01:55:31Z | - |
dc.date.copyright | 2016-07-25 | |
dc.date.issued | 2016 | |
dc.date.submitted | 2016-07-11 | |
dc.identifier.citation | Abrahamson, N., and Litehiser, J. (1989). 'Attenuation of vertical peak acceleration.' Bulletin of the Seismological Society of America, 79(3), 549-580.
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'Quantitative classification of near-fault ground motions using wavelet analysis.' Bulletin of the Seismological Society of America, 97(5), 1486-1501. Bindi, D., Luzi, L., Massa, M., and Pacor, F. (2010). 'Horizontal and vertical ground motion prediction equations derived from the Italian Accelerometric Archive (ITACA).' Bulletin of earthquake engineering, 8(5), 1209-1230. Boore, D. M. (2010). 'Orientation-independent, nongeometric-mean measures of seismic intensity from two horizontal components of motion.' Bulletin of the Seismological Society of America, 100(4), 1830-1835. Boore, D. M., and Atkinson, G. M. (2008). 'Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s.' Earthquake Spectra, 24(1), 99-138. Boore, D. M., Joyner, W. B., and Fumal, T. E. (1997). 'Equations for estimating horizontal response spectra and peak acceleration from western North American earthquakes: A summary of recent work.' Seismological Research Letters, 68(1), 128-153. Boore, D. M., Stewart, J. P., Seyhan, E., and Atkinson, G. M. (2014). 'NGA-West2 equations for predicting PGA, PGV, and 5% damped PSA for shallow crustal earthquakes.' Earthquake Spectra, 30(3), 1057-1085. Boore, D. M., Watson-Lamprey, J., and Abrahamson, N. A. (2006). 'Orientation-independent measures of ground motion.' Bulletin of the Seismological Society of America, 96(4 A), 1502-1511. Bozorgnia, Y., Abrahamson, N. A., Al Atik, L., Ancheta, T. D., Atkinson, G. M., Baker, J. W., Baltay, A., Boore, D. M., Campbell, K. W., Chiou, B. S. J., Darragh, R., Day, S., Donahue, J., Graves, R. W., Gregor, N., Hanks, T., Idriss, I. M., Kamai, R., Kishida, T., Kottke, A., Mahin, S. A., Rezaeian, S., Rowshandel, B., Seyhan, E., Shahi, S., Shantz, T., Silva, W., Spudich, P., Stewart, J. P., Watson-Lamprey, J., Wooddell, K., and Youngs, R. (2014). 'NGA-West2 research project.' Earthquake Spectra, 30(3), 973-987. Bozorgnia, Y., and Campbell, K. W. (2004). 'The vertical-to-horizontal response spectral ratio and tentative procedures for developing simplified v/h and vertical design spectra.' Journal of Earthquake Engineering, 08(02), 175-207. Bozorgnia, Y., and Campbell, K. W. (2015). 'Vertical Ground Motion Model for PGA, PGV, and Linear Response Spectra Using the NGA-West2 Database.' Earthquake Spectra. Bureau, G. J. (1981). 'Near-source peak ground acceleration.' Earthquake Notes 52, 81. Campbell, K. (1982). 'A study of the near-source behavior of peak vertical acceleration.' EOS, 63, 1037. Campbell, K. W. (1985). 'Strong motion attenuation relations: a ten-year perspective.' Earthquake spectra, 1(4), 759-804. Campbell, K. W., and Bozorgnia, Y. (2003). 'Updated near-source ground-motion (attenuation) relations for the horizontal and vertical components of peak ground acceleration and acceleration response spectra.' Bulletin of the Seismological Society of America, 93(1), 314-331. Campbell, K. W., and Bozorgnia, Y. (2008). 'NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10 s.' Earthquake Spectra, 24(1), 139-171. Campbell, K. W., and Bozorgnia, Y. (2014). 'NGA-West2 ground motion model for the average horizontal components of PGA, PGV, and 5% damped linear acceleration response spectra.' Earthquake Spectra, 30(3), 1087-1114. Chiou, B., Darragh, R., Gregor, N., and Silva, W. (2008). 'NGA project strong-motion database.' Earthquake Spectra, 24(1), 23-44. Chiou, B. S. J., and Youngs, R. R. (2008). 'An NGA model for the average horizontal component of peak ground motion and response spectra.' Earthquake Spectra, 24(1), 173-215. Chiou, B. S. J., and Youngs, R. R. (2013). 'Ground Motion Prediction Model for Vertical Component of Peak Ground Motions and Response Spectra.' PEER Report No. 2013/24, U. o. California, ed.Berkeley, California, 127-161. Chiou, B. S. J., and Youngs, R. R. (2014). 'Update of the Chiou and Youngs NGA model for the average horizontal component of peak ground motion and response spectra.' Earthquake Spectra, 30(3), 1117-1153. Donahue, J. L., and Abrahamson, N. A. (2013). 'Simulation-Based Hanging Wall Effects.' PEER Report No. 2013/14, U. o. California, ed.Berkeley, California. Donahue, J. L., and Abrahamson, N. A. (2014). 'Simulation-based hanging wall effects.' Earthquake Spectra, 30(3), 1269-1284. Gülerce, Z., Kamai, R., Abrahamson, N. A., and Silva, W. J. (2013). 'Ground Motion Prediction Equation for the Vertical Ground Motion Component.' PEER Report No. 2013/24, U. o. California, ed.Berkeley, California, 3-49. Gulerce, Z., and Abrahamson, N. A. (2011). 'Site-specific design spectra for vertical ground motion.' Earthquake Spectra, 27(4), 1023-1047. Mavroeidis, G. P., and Papageorgiou, A. S. (2003). 'A mathematical representation of near-fault ground motions.' Bulletin of the Seismological Society of America, 93(3), 1099-1131. Newmark, N. M., and Hall, W. J. (1982). 'Earthquake spectra and design.' Earth System Dynamics, 1. Richter, C. F. (1958). 'Elementary Seismology WH Freeman Company.' San Francisco, 136-139. Sammon, J. W. (1969). 'A Nonlinear Mapping for Data Structure Analysis.' Computers, IEEE Transactions on, C-18(5), 401-409. 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. Silva, W. 'Characteristics of vertical strong ground motions for applications to engineering design.' Proc., FHWA/NCEER Workshop on the National Representation of Seismic Ground Motion for New and Existing Highway Facilities, National Center for Earthquake Engineering Research, Technical Report NCEER-97-0010, National Center for Earthquake Engineering Research, Buffalo, New York. 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. Spudich, P., Bayless, J. R., Baker, J. W., Chiou, B. S. J., Rowshandel, B., Shahi, S. K., and Somerville, P. (2013). 'Final Report of the NGA-West2 Directivity Working Group.' PEER Report No. 2013/09, U. o. California, ed.Berkeley, California, 129. Stewart, J. P., Boore, D. M., Seyhan, E., and Atkinson, G. M. (2015). 'NGA-West2 Equations for Predicting Vertical-Component PGA, PGV, and 5%-Damped PSA from Shallow Crustal Earthquakes 1.' Earthquake Spectra. Walling, M., Silva, W., and Abrahamson, N. (2008). 'Nonlinear site amplification factors for constraining the NGA models.' Earthquake Spectra, 24(1), 243-255. Wooddell, K. E., and Abrahamson, N. A. (2014). 'Classification of main shocks and aftershocks in the NGA-West2 database.' Earthquake Spectra, 30(3), 1257-1267. 林柏伸 (2002),”臺灣東北部地區隱沒帶地震強地動衰減式之研究”,國立中央大學應用地質研究所碩士論文, 共135頁。 林柏伸、謝寶珊、鄭錦桐、邵國士、李易叡、吳元傑、施建樑 (2011),”臺灣地區V/H強地動衰減式的初步研究”,中華民國地球物理學會與中華民國地質學會100年年會暨學術研討會,第127頁。 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/19364 | - |
dc.description.abstract | 抗震設計目前的做法主要是基於水平方向地表加速度歷時對結構物的影響做設計,但垂直方向的地表運動對某些類型的結構之耐震反應與安全與否仍然很重要,例如對軸力二次效應敏感之結構、房屋樓板、隔震系統(水平勁度、傾覆位移與軸力有關)等。在建立垂直向之設計反應譜時,使用垂直方向與水平方向的加速度反應譜譜值比(V/H)與水平方向反應譜來建立垂直方向反應譜,是建立垂直向反應譜可行的方法。許多耐震規範(如IBC及ASCE 7-10)將設計上使用之V/H定為2/3,但是在歷史之強震資料中,發現V/H值有超越2/3的可能。本研究針對臺灣強震歷時紀錄之垂直向與水平向加速度反應譜譜值比V/H進行探討,了解這些地震紀錄之V/H特性,並以此探討現今規範規定之適當性。
臺灣位處太平洋環地震帶,板塊錯動之能量釋放會導致地震發生頻繁,其中包含可能造成重大災害之脈衝型近斷層地震。目前文獻缺少對於脈衝型近斷層地震垂直向地震動特性探討之研究,故本研究中除了對於臺灣之地殼地震記錄分析之外,也分別對於全球及臺灣脈衝型近斷層地震紀錄進行分析,以了解脈衝型及非脈衝型地震資料V/H之異同以及臺灣與其他地區是否存在區域差異。 本研究使用目前較重要或較新的七個V/H強地動模型及兩個相對簡化的V/H簡易模型做殘差分析,以觀察其殘差值的方式了解各強地動衰減式模型及參數模型在上述不同地震資料庫上之相符程度,並且使用高維度可視化技術中的Sammon映射方法,將研究中的高維度資料映射至二維Sammon映射圖中,以此方法觀察各模型的適用性,並且識別出在臺灣進行抗震設計時適用性較高之V/H強地動衰減式模型及V/H簡易模型。 | zh_TW |
dc.description.abstract | Seismic design of structures often focuses on the demand from horizontal ground motions; however, the impact of vertical ground motions can be significant for seismic responses of ordinary buildings, highway bridges, and isolation systems. A practical procedure to determine vertical design spectrum is to scale a PSHA-based horizontal design spectrum using a vertical-to-horizontal ratio (V/H). Many seismic design codes (such as IBC and ASCE 7-10) specify a constant value of 2/3 for V/H at all periods. However, there are evidences that the V/H ratios might be greater than 2/3 in the short period range. This study explores the V/H ratios for shallow crustal ground motions in Taiwan and evaluates the adequacy of modern ground-motion models and the requirements of current Taiwan building code on V/H.
Pulse-like near-fault ground motions may cause significant damage to structures. This study analyzes the V/H ratio of pulse-like near-fault ground motions recorded worldwide and in Taiwan to understand the regional differences of the ratio. Seven sets of ground-motion prediction models and two relatively simple models were used to predict the V/H ratios for ground motions in different databases of this study. The residuals between the predicted and recorded V/H values were computed and analyzed using both statistic approach and Sammon’s Map, which is a high-dimensional visualization technique to map the high-dimensional space data into a two-dimensional space. The results were used to evaluate the pros and cons of the application of the models on Taiwan data. | en |
dc.description.provenance | Made available in DSpace on 2021-06-08T01:55:31Z (GMT). No. of bitstreams: 1 ntu-105-R03521220-1.pdf: 27943192 bytes, checksum: b39ca9104207c1a87124a256b417e0de (MD5) Previous issue date: 2016 | en |
dc.description.tableofcontents | 審定書 i
誌謝 ii 摘要 iii Abstract iv 目錄 vi 表目錄 x 圖目錄 xiii 第一章 緒論 1 1.1. 研究背景與動機 1 1.2. 研究重點與內容 2 1.3. 論文結構 3 第二章 文獻回顧 4 2.1. Bozorgnia and Campbell (2004) 4 2.1.1. 模型的函數形式 5 2.1.2. 模型結果 6 2.2. Gülerce and Abrahamson (2011) 7 2.2.1. 模型的函數形式 8 2.2.2. 模型結果 10 2.3. 臺灣地區V/H強地動衰減式模型(林柏伸等人,2011) 10 2.3.1. 模型的函數型式 11 2.3.2. 模型結果 11 2.4. NGA West2強地動衰減式模型 11 2.5. 強地動衰減式:ASK14和GKAS13 13 2.5.1. 基本函數 13 2.5.2. 斷層形式函數 和 13 2.5.3. 場址反應函數 14 2.5.4. 上盤效應函數 14 2.5.5. 破裂面深度函數 14 2.5.6. 土壤深度函數 14 2.5.7. 餘震函數 14 2.5.8. 區域性函數 15 2.5.9. 垂直強地動衰減式模型GKAS13 15 2.6. 強地動衰減式:BSSA14和SBSA15 15 2.6.1. 震源函數 16 2.6.2. 路徑函數 16 2.6.3. 場址函數 16 2.6.4. 垂直強地動衰減式模型SBSA15 16 2.7. 強地動衰減式:CB14和BC15 17 2.7.1. 地震規模函數 17 2.7.2. 幾何衰減函數 17 2.7.3. 斷層形式函數 18 2.7.4. 上盤效應函數 18 2.7.5. 淺場址反應函數 18 2.7.6. 盆地效應函數 18 2.7.7. 震源深度函數 18 2.7.8. 斷層傾角函數 18 2.7.9. 滯彈性衰減函數 19 2.7.10. 垂直強地動衰減式函數BC15 19 2.8. 強地動衰減式:CY14和CY13 19 2.8.1. 垂直強地動衰減式模型CY13 20 2.9. 規範與V/H簡易模型 21 2.9.1. 臺灣規範之V/H簡易模型 21 2.9.2. Bozorgnia and Campbell (2004)之V/H簡易模型 21 第三章 全球脈衝型近斷層地震紀錄之V/H 34 3.1. 脈衝型近斷層地震資料庫 34 3.2. 脈衝型近斷層地震紀錄特性及趨勢 36 3.3. 殘差分析 38 3.3.1. 強地動衰減式模型之預測與殘差 38 3.3.2. 簡易模型之之預測與殘差 39 3.3.3. 強地動衰減式及簡易模型之殘差分布 40 3.3.4. 各模型之殘差比較 41 3.4. 脈衝型近斷層地震紀錄與各模型比較結果之Sammon映射 42 3.4.1. Sammon映射 42 3.4.2. Sammon映射過程 43 3.4.3. 各模型之Sammon映射結果 45 3.5. 小結 48 第四章 臺灣地殼地震 93 4.1. 臺灣地區地殼地震資料庫 93 4.2. 臺灣地區地殼地震資料特性及趨勢 94 4.3. 殘差分析 96 4.3.1. 強地動衰減式模型之預測及殘差 96 4.3.2. 簡易模型之預測及殘差 97 4.3.3. 強地動衰減式及簡易模型之殘差分布 98 4.3.4. 各模型之殘差比較 99 4.4. 臺灣地區地殼地震紀錄與各模型比較結果之Sammon映射 100 4.5. 小結 103 第五章 臺灣地區近斷層與非近斷層地震 145 5.1. 臺灣地區近斷層地震資料庫 145 5.2. 臺灣地區近斷層與非近斷層地震資料特性 146 5.3. 殘差分析 147 5.3.1. 強地動衰減式模型之預測及殘差 148 5.3.2. 簡易模型之預測及殘差 148 5.3.3. 各模型之殘差比較 149 5.4. 臺灣地區近斷層與非近斷層地震紀錄與各模型分析結果之Sammon映射 150 5.5. 小結 152 第六章 結論 182 參考文獻 184 A. 附錄A 脈衝型近斷層地震紀錄分析結果之分布情形 190 B. 附錄B 臺灣地殼地震紀錄分析結果之分布情形 215 | |
dc.language.iso | zh-TW | |
dc.title | 臺灣地震紀錄垂直向與水平向加速度反應譜譜值比之研究 | zh_TW |
dc.title | Analysis of Vertical-to-Horizontal Spectral Acceleration Ratios for Shallow Crustal Ground-Motion Records in Taiwan | en |
dc.type | Thesis | |
dc.date.schoolyear | 104-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 羅俊雄,林柏伸 | |
dc.subject.keyword | 垂直向與水平向反應譜譜值比,地殼地震,脈衝,近斷層地震,強地動衰減式模型,Sammon映射, | zh_TW |
dc.subject.keyword | vertical-to-horizontal spectral-acceleration ratio,shallow crustal earthquake,pulse-like,near-fault ground motion,ground-motion prediction equation,Sammon’s Map, | en |
dc.relation.page | 249 | |
dc.identifier.doi | 10.6342/NTU201600787 | |
dc.rights.note | 未授權 | |
dc.date.accepted | 2016-07-11 | |
dc.contributor.author-college | 工學院 | zh_TW |
dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
顯示於系所單位: | 土木工程學系 |
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