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-  2018 

地震作用下海底场地地震动效应研究
Seismic Responses of Seafloor Site Under Earthquake

DOI: 10.11784/tdxbz201804078

Keywords: 有限元,海底软弱场地,地震反应分析,场地划分
finite element
,soft seafloor site,seismic response analysis,site classification

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Abstract:

通过ABAQUS运用一维时域显式积分方法, 采用6条地震波, 对某海域两个油田场地进行地震反应分析, 得到在不同强度地震动时海底场地的反应, 并且对两个海底场地按照现行规范进行场地类别划分.结果表明, 海底波的反应谱特征明显区别于陆地波; 随着基岩输入地震动强度的增大, 其反应谱峰值逐渐增大, 且地震动强度主要影响反应谱的高频段, 对低频段的影响有限; 而海底场地对地表峰值加速度的放大作用逐渐减小, 呈非线性变化.现有的针对陆上地震抗震设计参数的选取对海域场地适用性较差, 有必要针对海底场地展开相应的研究.
Based on ABAQUS,a one-dimensional time domain explicit integration method was applied to analyze the seismic response of two oil field sites under six seismic waves. The influence of seafloor site condition on the site response was obtained under different earthquake intensities,and the category of two seafloor sites was classified according to current codes. The results show that the response spectra of seafloor waves are clearly distinguished from those of terrestrial waves. With the increase of earthquake intensity,the peak value of response spectrum increases gradually. However,earthquake intensity mainly affects the high frequency band of the response spectrum,and only has a limited impact on the low frequency band. At the same time,the amplifying effect of seafloor soil on the surface peak acceleration of the ground motion decreases gradually and changes nonlinearly. The existing seismic design parameters for land could not apply to seabed,so it is necessary to carry out corresponding researches on it

References

[1]  Wong Yuklung, Guo Xun, Yuan Yifan, et al. Influence of soft sandwich layer on seismic response in Hong Kong [J]. <i>Journal of Natural Disasters</i>, 2000, 9(1):109-116(in Chinese).
[2]  薄景山, 李秀领, 李山有. 场地条件对地震动影响研究的若干进展[J]. 世界地震工程, 2003, 19(2):11-15.
[3]  Bo Jingshan, Li Xiuling, Li Shanyou. Some progress of study on the effect of site conditions on ground motion [J]. <i>World Earthquake Engineering</i>, 2003, 19(2):11-15(in Chinese).
[4]  Hu Jinjun, Diao Hongqi, Xie Lili. Review of observation and characteristics of seafloor strong motion[J]. <i>Journal of Earthquake Engineering and Engineering Vibration</i>, 2013, 33(6):1-8(in Chinese).
[5]  Hatayama Ken. Theoretical evaluation of effects of sea on seismic ground motion [C]//<i>Proceedings of<i> 13<i>th World Conference on Earthquake Engineering.<i> Vancouver, Canada, 2004:3229.
[6]  席仁强, 陈国兴, 王志华. 覆水场地地震反应分析[J]. 防灾减灾工程学报, 2009, 29(6):610-617.
[7]  Xi Renqiang, Chen Guoxing, Wang Zhihua. Seismic response of underwater site[J]. <i>Journal of Disaster Prevention and Miligation Engineering</i>, 2009, 29(6):610-617(in Chinese).
[8]  夏佩林. 深海地基场地地震反应分析的一维化时域算法[D]. 北京:北京交通大学土木建筑工程学院, 2017.
[9]  Xia Peili. One Dimensional Time-Domain Algorithm for Seismic Response Analysis of Deep Sea Foundation Site [D]. Beijing:School of Civil Engineering, Beijing Jiaotong University, 2017(in Chinese).
[10]  Li Chao, Hao Hong, Li Hongnan, et al. Theoretical modeling and numerical simulation of seismic motions at seafloor[J]. <i>Soil Dynamics and Earthquake Engineering</i>, 2015, 77:220-225.
[11]  Schnabel P B, Lysmer J, Seed B H. SHAKE―A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites[R]. Berkeley, USA:Earthquake Engineering Research Center, University of California, 1972.
[12]  李小军, 彭青, 刘文忠. 设计地震动参数确定中的场地影响考虑[J]. 世界地震工程, 2001, 17(4):34-41.
[13]  高孟潭, 陈学良, 俞言祥, 等. “5?12”汶川8. 0级地震汉源烈度异常机理的初步探讨[J]. 震灾防御技术, 2008, 3(3):216-223.
[14]  荣棉水, 李小军, 卢滔, 等. 对含厚软表层海域工程场地设计地震动参数确定的一点建议[J]. 地震学报, 2013, 35(2):262-271.
[15]  Rong Mianshui, Li Xiaojun, Lu Tao, et al. Suggestion on determination of design ground motion parameters for offshore engineering sites with deep soft surface layers [J]. <i>Acta Seismologica Sinica</i>, 2013, 35(2):262-271(in Chinese).
[16]  李小军. 海域工程场地地震安全性评价的特殊问题[J]. 震灾防御技术, 2006, 1(2):97-104.
[17]  Li Xiaojun. Special problems on evaluation of seismic safety for offshore engineering site[J]. <i>Technology for Earthquake Disaster Prevention</i>, 2006, 1(2):97-104(in Chinese).
[18]  卢滔, 周正华, 霍敬妍. 土层非线性地震反应一维时域分析[J]. 岩土力学, 2008, 29(8):2170-2176.
[19]  Ishihara K, Yasuda S. Sand liquefaction under random earthquake loading condition[C]//<i>Proceedings of<i> 5<i>th World Conference on Earthquake Engineering</i>. Rome, Italy, 1973:329-338.
[20]  蒋其峰, 彭艳菊, 吕悦军. 渤海海域软表层厚度对反应谱的影响[J]. 地震工程与工程振动, 2014, 34(增):238-246.
[21]  Li Xiaojun, Peng Qing, Liu Wenzhong. Consideration of site effects for determination of design earthquake ground motion parameters[J]. <i>World Earthquake Engineering</i>, 2001, 17(4):34-41(in Chinese).</i></i></i></i></i></i></i></i></i></i>
[22]  Hommert P J. Seafloor Earthquake Measurement System [R]. Sandia National Laboratories, Albuquerque, New Mexico, 1988.
[23]  Boore D M, Smith C E. Analysis of earthquake recordings obtained from the seafloor earthquake measurement system(SEMS) instruments deployed off the coast of southern California[J]. <i>Bulletin of the Seismological Society of America</i>, 1999, 89(1):260-274.
[24]  Li Chao, Hao Hong. Modeling and simulation of satially correlated ground motions at multiple onshore and offshore sites[J]. <i>Journal of Earthquake Engineering</i>, 2017, 21(3):359-383.
[25]  Liao Zhenpeng, Li Xiaojun. <i>Linearization Method for Computing Earthquake Response of Ground Layered Soil<i> [M]. Beijing:Seismological Press, 1989(in Chinese).
[26]  Whitman R, Roessett J, Dobry R, et al. Accuracy of modal superposition for one-dimensional soil amplification analysis [C]//<i>Proceedings of the International Conference on Microzonation for Safer Construction, Research, and Application</i>. Washington D C, USA, 1972:1-16.
[27]  陈国兴, 陈继华. 软弱土层的厚度及埋深对深厚软弱场地地震效应的影响[J]. 世界地震工程, 2004, 20(3):66-73.
[28]  Chen Guoxing, Chen Jihua. The effect of depth and thickness of soft soil layer on earthquake response for deep soft sites[J]. <i>World Earthquake Engineering</i>, 2004, 20(3):66-73(in Chinese).
[29]  李小军. 非线性土层地震反应分析的一种方法[J]. 华南地震, 1992, 12(4):1-8.
[30]  Li Xiaojun. A method for analyzing seismic response of nonlinear soil layers[J]. <i>South China Journal of Seismology</i>, 1992, 12(4):1-8(in Chinese).
[31]  Liao Zhenpeng. <i>Introduction to Wave Motion Theories in Engineering</i>[M]. 2nd ed. Beijing:Science Press, 2002(in Chinese).
[32]  Chen Xueliang. Study on Soil Dynamic Characteristics, Nonlinear Seismic Response of Complex Site and Its Methods[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2006(in Chinese).
[33]  Jiang Qifeng, Peng Yanju, Lü Yuejun. The influence of soft surface soil’s thickness on response spectra in Bohai sea[J]. <i>Journal of Earthquake Engineering and Engineering Vibration</i>, 2014, 34(Suppl):238-246(in Chinese).
[34]  Kanth S T G R, Sreelatha S, Dash S K. Ground motion estimation at Guwahati city for an Mw 8.1 earthquake in the Shillong plateau[J]. <i>Tectonophysics</i>, 2008, 448(1):98-114.
[35]  Mendoza M J, Auvinet G. The Mexico earthquake of September 19, 1985, behavior of building foundation in Mexico City[J]. <i>Earthquake Spectra</i>, 1998, 4(4):835-853.
[36]  黄玉龙, 郭讯, 袁一凡, 等. 软泥夹层对香港软土场地地震反应的影响[J]. 自然灾害学报, 2000, 9(1):109-116.
[37]  Gao Mengtan, Chen Xueliang, Yu Yanxiang, et al. Preliminary discussion on intensity anomalous mechanism of Hanyuan town in 5.12 Wenchuan earthquake[J]. <i>Technology for Earthquake Disaster Prevention</i>, 2008, 3(3):216-223(in Chinese).
[38]  胡进军, 刁红旗, 谢礼立. 海底强地震动观测及其特征的研究进展[J]. 地震工程与工程振动, 2013, 33(6):1-8.
[39]  高国瑞. 中国海相沉积土微结构研究和工程性质[J]. 中国科学(B辑), 1984(9):849-860.
[40]  Gao Guorui. Studied on the microstructure and engineering properties of marine sedimentary soil of China[J]. <i>Science in China</i>, <i>Ser.B</i>, 1984(9):849-860(in Chinese).
[41]  汪素云, 时振梁, 环文林. 中国近海地震活动特征[J]. 海洋学报, 1990, 12(2):194-199.
[42]  Wang Suyun, Shi Zhenliang, Huan Wenlin. Characteristics of seismicity in China offshore seas[J]. <i>Acta Oceanologica Sinica</i>, 1990, 12(2):194-199(in Chinese).
[43]  Chen Baokui, Wang Dongsheng. Characteristics of earthquake ground motion on the seafloor [J]. <i>Journal of Earthquake Engineering</i>, 2015, 19:874-904.
[44]  Idriss I M, Seed H B. Seismic response of horizontal soil layers[J]. <i>Journal of the Soil Mechanics and Foundation Division</i>, <i>ASCE</i>, 1968, 94(SM4):1003-1031.
[45]  廖振鹏, 李小军. 地表土层地震反应的等效线性化解法[M]. 北京:地震出版社, 1989.
[46]  Sugito M. Frequency-dependent equivalent strain for earthquake response analysis of soft ground[C]//<i>The<i> 1<i>st International Conference on Earthquake Geotechnical Engineering</i>. Tokyo, Japan, 1995:655-660.
[47]  Kausel E, Assimaki D. Seismic simulation of inelastic soils via frequency-dependent moduli and damping[J]. <i>Journal of Engineering Mechanics</i>, 2002, 128:34-47.
[48]  Lu Tao, Zhou Zhenghua, Huo Jingyan. 1D nonlinear seismic response analysis of soil layers in time domain [J]. <i>Rock and Soil Mechanics</i>, 2008, 29(8):2170-2176(in Chinese).
[49]  Gelis C, Bonilla L F. 2-DP-SV numerical study of soil-source interaction in a non-linear basin[J]. <i>Geophysical Journal International</i>, 2012, 191(3):1374-1390.
[50]  Gelis C, Bonilla L F. Influence of a sedimentary basin infilling description on the 2-DP-SV wave propagation using linear and non-linear constitutive models[J]. <i>Geophysical Journal International</i>, 2014, 198(3):1684-1700.
[51]  GB50011―2010建筑抗震设计规范[S]. 北京:中国建筑工业出版社, 2016.
[52]  GB50011―2010 Code for Seismic Design of Buildings[S]. Beijing:China Architecture & Building Press, 2016(in Chinese).
[53]  ASCE7-10. Minimum Design Loads for Buildings and Other Structures[S]. American Society of Civil Engineers, 2010.
[54]  廖振鹏. 工程波动理论导论[M]. 2版. 北京:科学出版社, 2002.
[55]  陈国兴, 陈继华. 地震动输入界面的选取对深软场地地震效应的影响[J]. 世界地震工程, 2005, 21(2):36-43.
[56]  Chen Guoxing, Chen Jihua. A study on the influence of seismic wave inputing interface on the earthquake response of deep soft sites[J]. <i>World Earthquake Engineering</i>, 2005, 21(2):36-43(in Chinese).
[57]  陈学良. 土体动力特性、复杂场地非线性地震反应及其方法研究[D]. 哈尔滨:中国地震局局工程力学研究所, 2006.

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