高屏地區場址效應之探討

以作者查詢圖書館館藏

、以作者查詢臺灣博碩士

、以作者查詢全國書目

、勘誤回報

、線上人數：181

、訪客IP：3.139.82.23

姓名

古美鈴(Mei-Lin Gu ) 查詢紙本館藏

畢業系所

地球物理研究所

論文名稱

高屏地區場址效應之探討
(Study of site effect in the Kaoping area, Southwestern Taiwan)

相關論文

★ 利用井下地震儀陣列探討單站頻譜比法之應用	★ 以地震儀陣列及基因演算法推估近地表剪力波波速
★ 臺灣中部地區強地動波形模擬	★ 利用接收函數法推估蘭陽平原淺層速度構造
★ 蘭陽平原場址效應及淺層S波速度構造	★ 探討不同地質區強震站之淺層S波速度構造
★ 震源破裂過程及地表強地動特性之陣列分析研究	★ 利用微地動探討桃竹苗地區之場址效應
★ 利用微地動量測探討台灣中部地區之場址效應	★ 利用有限斷層法探討台北盆地之場址效應
★ 利用微地動量測探討台北盆地之場址效應	★ 以恆春地震探討高屏地區之場址效應
★ 利用隨機式震源模型探討蘭陽平原之場址效應	★ 利用時頻分析技術檢視土壤非線性反應
★ 台灣潛勢地震之發生機率評估	★ 加速度地動潛勢預估

檔案

[Endnote RIS 格式]

[Bibtex 格式]

[相關文章]

[文章引用]

[完整記錄]

[館藏目錄]

[檢視]

[下載]

本電子論文使用權限為同意立即開放。
已達開放權限電子全文僅授權使用者為學術研究之目的，進行個人非營利性質之檢索、閱讀、列印。
請遵守中華民國著作權法之相關規定，切勿任意重製、散佈、改作、轉貼、播送，以免觸法。

摘要(中)

本研究採用中央氣象局台灣強地動觀測計畫（Taiwan Strong Motion Instrumentation Program；TSMIP）中，KAU測站在1993?1998年間所收錄的地震記錄，並使用單站頻譜比法來研究高屏地區的場址效應，並由其加速度反應譜之H/V頻譜比值所得之曲線分布來進行場址分類。本研究的目的，是希望其場址分類可提供 Haz-Taiwan 地震災害評估軟體來應用，而其針對場址效應所作之分析，可提供工程建築耐震設計之參考，以降低地震所帶來的災害與損失。
本研究所得出之B、C、D、E類型的頻率範圍與曲線模式，為：（1）B類型反應譜比曲線在0.5?2Hz 時，比值較小，在2Hz 之後，比值逐漸變大，且在5Hz左右有明顯的峰值出現。（2）C類型反應譜比曲線和B類型相似，只是峰值往低頻移動，大約在3Hz左右。（3）D類型反應譜比曲線峰值出現在2?3Hz之間，且其比值明顯大於B、C類型的值。（4）E類型反應譜比曲線峰值出現在1.3Hz附近，其比值略小於D類型的值，且峰值的頻帶範圍較D類型來得寬。
由不同頻率的傅氏振幅譜H/V等值圖之分布形態，可得下列結論：（a）大寮到屏東之間：在0.3?1Hz有明顯的放大效應。（b）屏東平原出海口附近：在0.1?2Hz有明顯的場址放大效應，2Hz以上逐漸往內陸移動。（c）屏東平原的沖積層厚度由東北往西南邊增厚。（d）高雄市的前鎮、小港附近：在0.5?1.5Hz有明顯的場址放大。

摘要(英)

The strong motion records observed by KAU stations during the period from 1993 to 1998, which were collected by the Taiwan Strong Motion Instrumentation Program (TSMIP) of CWB, are adopted in this research. The single station spectral ratio method was used in this study to analyze the site effect in the area of southwestern Taiwan. Therefore, we can do the site classification from the H/V spectral ratio of response spectrum. The objective of this research is to provide the information of site category for the seismic loss estimation program, Haz-Taiwan. Furthermore, the analyses of site effects can be taken as reference for the seismic resistance designs and do favors to reducing damages and disasters resulted from earthquakes.
In this research, we obtained the frequency ranges and curve models of the B, C, D, and E types, and describe them as the following: (1) The Type B curve of H/V response spectral ratio has a smaller value between 0.5 and 2Hz, but gets larger values after 2Hz. Moreover, it has a peak around 5Hz. (2) The Type C curve is similar to that of Type B, but has its peak at around 3Hz. (3) The peak of Type D curve only exhibits between 2 and 3Hz, and its ratio is obviously bigger than those of Types B and C. (4) Type E curve has its peak at around 1.3Hz, and the ratio is smaller than that of Type D. Moreover, it has a wider frequency bandwidth than Type D around the peak.
From the contour of the H/V Fourier spectrum ratio at different frequencies, we got the following conclusions: (a) Between Taliao and Pingtung: it has obvious site amplification exists from 0.3 to 1Hz. (b) Near the seacoast of Pingtung Champaign, obvious magnification of the site effect exists from 0.1 to 2 Hz, and that above 2Hz the contour high area gradually move toward the inland. (c) The thickness of accretion in Pingtung Champaign is getting deeper from the direction of northeast toward southwest. (d) Close to Chienjen and Hsiaokang in Kaohsiung City, there has obvious site amplification effect exists from 0.5 to 1.5Hz.

關鍵字(中)

★ 單站頻譜比法
★ 場址分類
★ 場址效應
★ 高屏地區

關鍵字(英)

★ Kaoping area
★ site classification
★ site effect

論文目次

摘要 ………………………………………………………………… i
誌謝 ………………………………………………………………… ii
目錄 ………………………………………………………………… iii
圖目 ………………………………………………………………… v
表目 …………………………………………………………………viii
第一章緒論 ……………………………………………………… 1
1.1 研究動機與目的 ……………………………………………… 1
1.2 文獻回顧 ……………………………………………………… 2
1.3 本文內容 ……………………………………………………… 5
第二章研究區域及背景資料 …………………………………… 7
2.1 台南背斜、中洲背斜、半屏山背斜 ………………………… 7
2.2 屏東平原 ……………………………………………………… 9
2.3 潮州斷層 ……………………………………………………… 12
第三章研究方法及資料處理過程 ……………………………… 14
3.1 研究原理與方法 ……………………………………………… 14
3.1.1 雙站頻譜比法 ……………………………………………… 14
3.1.2 單站頻譜比法 ……………………………………………… 16
3.1.3 反應譜 ……………………………………………………… 17
3.2 資料處理過程 ………………………………………………… 20
3.2.1 資料選取 …………………………………………………… 20
3.2.2 單站頻譜比法研究流程 …………………………………… 25
3.2.3 反應譜研究流程 …………………………………………… 35
第四章研究結果與分析討論 …………………………………… 38
4.1 場址分類 ……………………………………………………… 38
4.2 場址效應 ……………………………………………………… 74
第五章結論 ……………………………………………………… 85
參考文獻 …………………………………………………………… 88
附錄A ……………………………………………………………… 93
附錄B ……………………………………………………………… 105
英文摘要 ………………………………………………………… 117

參考文獻

Aki, K. (1988). Local site effects on strong ground motion, Proc. Of Earthquake Engineering and Soil Dynamics II, Am. Soc. Civil Eng., Park City, Utah, June 27-30, 103-155.
Beresnev, I. A., K. L. Wen, and Y. T. Yeh (1995). Nonlinear soil amplifi-cation：Its corroboration in Taiwan, Bull. Seism. Soc. Am. 85, 496-515.
Biot, M. A. (1942). Analytical and experimental methods in engineering seismology, ASCE 68, 49-69.
Boore, D. M., W. B. Joyner, and T. E. Funal (1993). Estimation of response spectra and peak accelerations from western north American earthquake：an interim report, U. S. Geo. Surv. Open-File Report. 93-509, 72 pp.
Borcherdt, R. D. (1970). Effects of local geology on ground motion near San Francisco Bay, Bull. Seism. Soc. Am. 60, 29-61.
Chiang, S. C. (1971). Seismic study of the Chaochou structure, Pingtung, Taiwan. Petrol. Geol. Taiwan. 8, 281-294.
Field, E. and K. Jacob (1993). The theoretical response of sedimentary layers to ambient seismic noise, J. Geophys. Res. Lett. 20, 2925-2928.
Field, E., A. Clement, K. Jacob, V. Aharonian, and P. Friberg (1995). Earthquake site response study in Giumri (formerly Leninakan), Armenia, using ambient noise observations, Bull. Seism. Soc. Am. 85, 349-353.
Hanks, T. C. and A. G. Brady (1991). The Loma Prieta earthquake, ground motion, and damage in Oakland, Treasure Island, and San Francisco, Bull. Seism. Soc. Am. 81, 2019-2047.
Housner, G. W. (1941). An investigation of the effects of earthquake on buildings, Ph. D. thesis, California Institute of Technology, Pasadena, California.
Hsieh, S. H. (1970). Geology and gravity anomalies of the Pingtung plain, Taiwan, Proc. Geol. Soc. China. 13, 76-89.
Hsieh, S. H. (1972). Subsurface geology and gravity anomalies of the Tainan and Chungchou structures of the coastal plain of southwestern Taiwan, Petrol. Geol. Taiwan. 10, 323-338.
Hsu, T. L. (1961). The artesian water system beneath the Pingtung valley, southern Taiwan, Proc. Geol. Soc. China, 4, 73-81.
Hsu, T. L., and H. C. Chang (1979). Quaternary faulting in Taiwan, Mem. Geol. Soc. China. 3, 155-165.
Joyner, W. B., R. E. Warrick, and T. E. Fumal (1981). The effect of quaternary alluvium on strong ground motion in the Coyote Lake, California, earthquake of 1979, Bull. Seism. Soc. Am. 71, 1333-1349.
Krawinkler H., A. Nassar, and M. Rahnama (1991). Damage potential of Loma Prieta ground motions, Bull. Seism. Soc. Am. 81, 2048-2069.
Lachet, C. and P. -Y. Bard (1994). Numerical and theoretical investigations on the possibilities and limitations of Nakamura’s technique, J. Phys. Earth 42, 377-397.
Lee, C. T., C. T. Cheng, C. W. Liao and Y. B. Tsai (2001). Site classification of Taiwan free-field strong-motion stations, Bull. Seism. Soc. Am.
Lermo, J. and F. J. Chavez-Garcia (1993). Site effect evaluation using spectral ratio with only one station, Bull. Seism. Soc. Am. 83, 1574-1594.
Lermo, J. and F. J. Chavez-Garcia (1994). Are microtremor useful in site response evaluation？, Bull. Seism. Soc. Am. 84, 1350-1364.
Meng, C. Y. (1967). The structural development of the southern half of western Taiwan, Proc. Geol. Soc. China, 10, 77-82.
Molas, G. L. and F. Yamazaki (1995). Attenuation of earthquake ground motion in Japan including deep focus events, Bull. Seism. Soc. Am. 85, 1343-1358.
Nakamura, Y. (1989). A method for dynamic characteristies estimation of subsurface using microtremor on the ground surface, QR of RTRI 30, no.1, February, 25-33.
Pan, Y. S. (1968). Interpretation and seismic coordination of the Bouguer gravity anomalies obtained in southwestern Taiwan, Petrol. Geol. Taiwan. 6, 197-208.
Phillips, W. S. and K. Aki (1986). Site amplification of coda waves from local earthquake in central California, Bull. Seism. Soc. Am. 76, 627-648.
Seed, H. B., C. Ugas, J. Lysmer (1976). Site dependent spectra for earthquake resistant design. Bull. Seism. Soc. Am. 66, 221-243.
Shannon and Wilson, INC. and Agbabian Associates (1974). Soil behavior under earthquake loading conditions in procedures for evaluation of vibratory ground motion of soil deposits for unclear power plant sites, prepared for United States Atomic Energy Commission, Division of Reactor Safety Research.
Su, F. and K. Aki (1995). Site amplification factors in central and southern California determined from coda waves, Bull. Seism. Soc. Am. 85, 452-466.
Su, F., J. G. Anderson, J. N. Brune, and Y. Zeng (1996). A comparison of direct S-wave and coda-wave site amplification determined from aftershocks of the Little Skull Mountain earthquake, Bull. Seism. Soc. Am. 86, 1006-1018.
Theodulidis, N. and P. -Y. Bard (1995). Horizontal-to-vertical spectral ratio and geological conditions：an analysis of strong motion data from Greece and Taiwan (SMART-1), Soil Dyn. Earthquake Eng. 14, 177-197.
Theodulidis, N. and P. -Y. Bard, R. Archuleta, and M. Bouchon (1996). Horizontal-to-vertical spectral ratio and geological conditions. The case of Garner Valley Downhole Array in Southern California, Bull. Seism. Soc. Am. 86, 306-319.
Trifunac, M. D. (1976). Preliminary empirical model for scaling Fourier amplitude spectra of strong ground acceleration in terms of earthquake magnitude, source-to-station distance and recording site condition, Bull. Seism. Soc. Am. 66, 1343-1373.
Tsan, S. F., and W. P. Keng (1968). The Neogene rocks and major structural features of southwestern Taiwan, Proc. Geol. Soc. China, 11, 45-59.
Yamazaki, F. and M. A. Anstry (1997). Horizontal-to-vertical spectrum ratio of earthquake ground motion for site characterization, Earth-quake Eng. And Struct. Dyn. 26, 671-689.
Yu, S. B., and Y. B. Tsai (1981). Geomagnetic investigations in the Pingtung plain, Taiwan, Bull. Inst. Earth Sciences, Academia Sinica, 1, 189-208.
Yu, S. B., Y. T. Yeh., and Y. B. Tsai (1983). Microearthquake activity in southwestern Taiwan, Bull. Inst. Earth Sciences, Academia Sinica, 3, 71-85.
Zhao, J. X.(unpublished data). Robinson Seismic Ltd., New Zealand.
中興工程顧問股份有限公司，1999。經濟部中央地質調查所高雄都會區工程地質調查研究（八十八年度）研究成果報告書（期末報告）。
江崇榮、汪中和，1998。屏東平原地下水區之海水入侵，屏東平原地下水及水文地質研討會論文集，297?315頁。
辛在勤，1993。台灣地區強地動觀測計畫，台灣地區強地動觀測計畫研討會論文摘要，1?10頁。
吳樂群，1998。屏東平原沉積物及沉積環境分析，屏東平原地下水及水文地質研討會論文集，59?83頁。
林淑芳，1996。台灣西北部地區強地動場址效應分析，國立中央大學地球物理研究所碩士論文。

根源基礎工程顧問股份有限公司，2001。國立台灣大學地質鑽探調查暨液化分析工程報告書。
陳桂寶，1998。以地震資料研究高屏地下之淺部地層構造，國立中央大學地球物理研究所博士論文。

彭瀚毅，1998。台北盆地場址效應之研究，國立中央大學地球物理研究所博士論文。

經濟部中央地質調查所，2000。甲仙五萬分之一台灣地質圖。
經濟部中央地質調查所，2000。高雄都會區地下地質調查研究（八十八年下半年及八十九年度），中央地質調查所報告第89-14號。
溫國樑、葉永田，1986。測站局部地質對地震記錄之影響，台灣地區地球物理研討會論文集，75?85頁。
溫國樑、彭瀚毅、劉良方、謝宏灝、林正洪、黃柏壽，2000。烏坵地區地震評估第二階段研究─地震觀測，工業技術研究院能源與資源研究所，16?18頁。
董倫道、楊潔豪、江崇榮，1998。屏東平原地球物理探測及地層對比，屏東平原地下水及水文地質研討會論文集，109?123頁。
鄭錦桐、廖啟雯、李錫堤、蔡義本，1998。台灣地區自由場強震站場址地盤特性分類之研究，第七屆台灣地區地球物理研討會論文集，115?124頁。
寬益工程有限公司，2000。國立台灣大學地質鑽探調查暨液化分析工程成果報告書。
顏宏元，1991。臺灣地區重力異常分布及其在地體構造上之含意，國立中央大學地球物理研究所博士論文。

指導教授

溫國樑(Kuo-Liang Wen)

審核日期

2001-7-16

推文