液化层特征量对场地卓越频率影响的理论解答

孙锐; 杨洋; 陈龙伟; 黄保荣

doi:10.11779/CJGE201805005

液化层特征量对场地卓越频率影响的理论解答 English Version

中国地震局工程力学研究所中国地震局地震工程与工程振动重点实验室,黑龙江哈尔滨 150080

详细信息

作者简介:
孙锐(1972- ),女,研究员,博士生导师,主要从事岩土地震工程研究。E-mail: iemsr@163.com。

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出版历程
- 修回日期: 2017-03-13
- 发布日期: 2018-05-24

Analytical solutions for changes in predominant frequency of a site based on characteristic parameters of liquefiable interlayer

Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration;
Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China

摘要

摘要:
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- 液化夹层 /
- 三质点体系 /
- 场地卓越频率 /
- 理论解
Abstract:
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- liquefaction interlayer /
- three-particle system /
- predominant frequency of site /
- theoretical solution

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参考文献(10)

[1]	BARTLETT S F, YOUD T L. Empirical analysis of horizontal ground displacement generated by liquefaction-induced lateral spread[R]. Buffalo: National Center for Earthquake Engineering Research Technical Report, 1992, NCEER - 92 - 0021.
[2]	YOUD T L, BEN L. Influence of soil softening and liquefaction on spectral acceleration[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(7): 811-825.
[3]	ISHIHARA K, YASUDA S, SHINKAWA N. Soil characteristics and ground damage[J]. Soils and foundations, 2012, 36(1): 109-118.
[4]	陈龙伟, 袁晓铭, 李雨润. 水平土层特性变异性对传递函数影响分析初探[J]. 岩土力学, 2013, 34(增刊2): 363-367. (CHEN Long-wei, YUAN Xiao-ming, LI Yu-run. Preliminary analysis of influence of site characteristics variability on site transfer function for horizontal strata[J]. Rock and Soil Mechanics, 2013, 34(S2): 363-367. (in Chinese))
[5]	MISKO Cubrinovski, BRENDON Bradley, LIAM Wotherspoon, et al. Geotechnical aspects of the 22 February 2011 Christchurch earthquake[J]. Bulletin of the New Zealand Society for Earthquake Engineering, 2011, 44(4): 205-226.
[6]	陈龙伟, 袁晓铭, 孙锐. 2011年新西兰Mw6.3地震液化及岩土震害评述[J]. 世界地震工程, 2013, 29(3): 1-9. (CHEN Long-wei, YUAN Xiao-ming, SUN Rui. Review of liquefaction phenomena and geotechnical damage in the 2011 New Zealand Mw6.3 earthquake[J]. World Earthquake Engineering, 2013, 29(3): 1-9. (in Chinese))
[7]	NAKAYAMA W, SHIMUZU Y, SUZUKI T. Development of new method to detect subsoil liquefaction using seismic records[C]// Institute of Social Safety Science. 1998: 60-61.
[8]	孙锐, 袁晓铭. 基于强震记录快速识别场地液化的频率下降率法[J]. 岩土工程学报, 2007, 29(9): 1372-1379. (SUN Rui, YUAN Xiao-ming. The method of frequency decrease rate for fast identification of site liquefaction from surface acceleration records[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1372-1379. (in Chinese))
[9]	刘汉龙. 土动力学与土工抗震研究进展综述[J]. 土木工程学报, 2012, 45(4): 148-164. (LIU Han-long. A review of recent advances in soil dynamics and geotechnical earthquake engineering[J]. China Civil Engineering Journal, 2012, 45(4): 148-164. (in Chinese))
[10]	陈国兴, 徐建龙, 袁灿勤. 南京城区岩土体剪切波速与土层深度的关系[J]. 南京建筑工程学院学报, 1998, 45(2): 32-37. (CHEN Guo-xing, XU Jian-long, YUAN Can-qin. Relation between depth and shear wave velocity of soil and bedrock in Nanjing City[J]. Journal of Nanjing Architectural and Civil Engineering Institute, 1998, 45(2): 32-37. (in Chinese))