| 研究生: |
李信毅 Hsin-I Li |
|---|---|
| 論文名稱: |
地震規模修正因子之探討 Magnitude Scaling Factor |
| 指導教授: |
黃俊鴻
Jing-Hung Hwang |
| 口試委員: | |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 土木工程學系 Department of Civil Engineering |
| 畢業學年度: | 91 |
| 語文別: | 中文 |
| 論文頁數: | 229 |
| 中文關鍵詞: | 地震規模修正因子 、權重曲線 、權重流程 、等量作用週數 |
| 外文關鍵詞: | Magnitude scaling factor, Weighting curve, Weighting procedure, Equivalent number of uniform stress cycles |
| 相關次數: | 點閱:7 下載:0 |
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本研究之主要目的在於探討影響等量作用週數之因子,最後提出地震規模修正因子(MSF)之初步建議值。等量作用週數乃依據實驗室所得代表性液化權重曲線與強震紀錄而求得,其主要觀念為將地震所造成之不規則反覆剪應力取某一平均應力τave後,依據權重流程轉為等量作用週數Neq。
由於台灣地區地質構造複雜,且地形起伏變化大,因此地震波波形、振幅與延時隨地震規模、波傳路徑、測站所在局部土壤條件及震央距等因素而有所不同,故本研究針對這些影響等量作用週數Neq計算之因素作一系列之探討,以瞭解台灣地區地震規模ML與等量作用週數Neq之統計關係。最後,依據所選用之權重曲線提出地震規模修正因子之初步建議值,結果顯示權重曲線之斜率對於MSF之評估結果影響甚大。
In this research, we study the influence factors on the equivalent number of uniform stress cycles Neq and propose magnitude scaling factors for liquefaction analysis. Based on the cyclic strength weighting curve and acceleration history, the equivalent number of uniform stress cycles were determined by a standard weighting procedure. The weighting procedure can convert an irregular time history of earthquake-induced cyclic stresses to a series of uniform cycles with average shear stress τave.
The geological structure and terrain is complex in Taiwan, therefore, we study the influence factors on the equivalent number of uniform stress cycles, which include the waveform(amplitude and duration of acceleration history), magnitude, the path of wave propagation, site condition and epicentral distance. When the relationship of earthquake magnitude and equivalent number of uniform stress cycles was established, the magnitude scaling factor for liquefaction analysis were derived from the weighting curve. The results show that the slope of weighting curve is the important factor for influencing the magnitude scaling factor.
1.Annaki, M., and Lee, K.L., “Equivalent uniform cycle concept for soil
dynamics,” Journal of Geotechnical Engineering Division, ASCE, Vol. 106,
No.6, pp. 549-564 (1977).
2.Andrus, R.D., and Stokoe, K.H.,Ⅱ “Liquefaction resistance based on shear
wave velocity,” Proc., NCEER Workshop on Evaluation of Liquefaction
Resistance of Soils, National Center for Earthquake Engineering Research,
State Univ. of New York at Buffalo, pp. 89-128 (1997).
3.Arango, I.,“Magnitude scaling factors for soil liquefaction evaluations,”
Journal of Geotechnical Engineering, ASCE, Vol. 122, No. 11, pp. 929-936
(1996).
4.Ambraseys, N.N., “Engineering Seismology,” Earthquake Engineering and
Structural Dynamics, Vol. 17, No. 1, pp.1-105 (1988).
5.Boulanger, R.W., and Seed, R.B., “Liquefaction of sand under bidirectional
monotonic and cyclic loading,” Journal of Geotechnical Engineering, ASCE,
Vol. 121, No. 12, pp. 870-878 (1995).
6.DeAlba, P., Chan, C.K., and Seed, H.B., “Determination of soil liquefaction
characteristics by large-scale laboratory tests,” EERC 75-14, Earthquake
Engineering Research Center, University of California, Berkeley (1975).
7.Ishihara, K., Silver, M.L., and Kitagawa, H., “Cyclic strengths of
undisturbed sands obtained by large diameter sampling,” Soils and
Foundations, Vol. 18, No. 4, pp.61-76(1978).
8.Ishihara, K., Silver, M.L., and Kitagawa, H., “Cyclic strengths of
undisturbed sands obtained by a piston sampler,” Soils and Foundations,
Vol.19, No. 3, pp.61-76(1979).
9.Ishihara, K., Kawase, Y., and Nakajima, M., “Liquefaction characteristics of
sand deposits at an oil tank site during the 1978 Miyagiken-Oki earthquake,”
Soils and Foundations, Vol. 20, No. 2, pp.97-111(1980).
10.Ishihara, K., Perlea, V., “Liquefaction-Associated ground damage during
the Vrancea earthquake of March 4, 1977,” Soils and Foundations, Vol. 24,
No. 1, pp.90-112(1984).
11.Ishihara, K., Muroi T., and Towhata, I., “In-Situ pore water pressure and
ground motions during the 1987 Chiba-Toho-Oki earthquake,” Soils and
Foundations, Vol. 29, No. 4, pp.75-90(1989).
12.Liu, A.H., Stewart, J.P., Abrahamson, N.A., and Moriwaki, Y., “Equivalent
number of uniform stress cycles for soil liquefaction analysis,” Journal of
Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 127, No. 12, pp.
1017-1026 (2001).
13.Lee, K.L., and Chan K., ”Number of equivalent significant cycles in strong
motion Earthquakes,” Proce. of the “The International Conference on
Microzonation for Safer Construction Research and Application,” Seattle,
Washington, Vol. 2, pp. 609-627 (1972).
14.Mulilis, J.P., Arulanandan, K., Mitchell, J.K., Chan, C.K., and Seed,
H.B., ”Effects of sample preparation on sand liquefaction,” Journal of
Geotechnical Engineering Division, ASCE, Vol. 103, No. 2, pp. 91-108
(1977).
15.Seed, H.B., and Idriss, I.M., “Simplified procedure for evaluating soil
liquefaction potential,” Journal of the Soil Mechanics and Foundations
Division, ASCE, Vol. 107, No. SM9, pp. 1249–1274 (1971).
16.Seed, H.B., and Idriss, I.M., “Soil moduli and damping factors for dynamic
response analysis,” EERC 70-10, Earthquake Engineering Research Center,
University of California, Berkeley (1970).
17.Seed, H.B., and Idriss, I.M., “Ground motions and soil liquefaction during
earthquakes,” Earthquake Engineering Research Institute Monograph, Oakland,
California (1982).
18.Seed, H.B., Idriss, I.M., Makdisi, F., and Banerjee, N., “Representation
of irregular stress time histories by equivalent uniform stress series in
liquefaction analyses,” EERC 75-29, Earthquake Engineering Research
Center,University of California, Berkeley (1975).
19.Schnabel, P.B., Lysmer, J., and Seed, H.B., “A computer program for
earthquake response analysis of horizontally layered sites,” EERC 72-12,
Earthquake Engineering Research Center, University of California, Berkeley
(1972).
20.Toki, S., Tatsuoka, F., Miura, S., Yoshimi, Y., Yasuda, S., and Makihara,
Y.,“Cyclic undrained triaxial strength of sand by a cooperative test
program,” Soils and Foundations, Vol. 26, No. 3, pp. 117-128 (1986).
21.Tatsuoka, F., Muramatsu, M., and Sasaki, T., “Cyclic undrained stress-
strain behavior of dense sands by torsional simple shear test,” Soils and
Foundations, Vol. 22, No. 2, pp. 55-70 (1982).
22.Tatsuoka, F. and Silver, M.L., “Undrained stress-strain behavior of sand
under irregular loading,” Soils and Foundations, Vol. 21, No. 1, pp. 51-66
(1981).
23.Tokimatsu, K., Yoshimi, Y., and Ariizumi, K., “Evaluation of liquefaction
resistance of sand improved by deep vibratory compaction” Soils and
Foundations, Vol. 30, No. 3, pp. 153-158 (1990).
24.Youd, T.L., and Noble, S.K., “Magnitude scaling factors,” Proc., NCEER
Workshop on Evaluation of Liquefaction Resistance of Soils, National Center
for Earthquake Engineering Research, State Univ. of New York at Buffalo, pp.
149-165 (1997a).
25.Yoshimi, Y., Tokimatsu, K., and Hosaka, Y., “Evaluation of liquefaction
resistance of clean sands based on high-quality undisturbed samples,” Soils
and Foundations, Vol. 29, No. 1, pp. 93-104 (1989).
26.Yoshimi, Y., Tokimatsu, K., and Ohara, J., ”In situ liquefaction resistance
of clean sands over a wide density range” Geotechnique, Vol. 44, No. 3, pp.
479-494.(1994)
27.林資凱,「水力回填煤灰之動態特性」,碩士論文,國立中央大學土木工程研究所,中
壢(2001)。
28.曾豐升,「現地土壤之液化強度與震陷特性」,碩士論文,國立中央大學土木工程研究
所,中壢(2002)。
29.廖啟雯,「地下地質分散式資料庫建置與應用-以台北盆地為例」,碩士論文,國立中央
大學應用地質研究所,中壢(1998)。