Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 38 Issue 3
Turn off MathJax
Article Contents
Abstract
References
WANG Huai-feng, LOU Meng-lin, ZHANG Ru-lin. Determining Rayleigh damping parameters for time history analysis of soil layers with deep deposit[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 468-476. DOI: 10.11779/CJGE201603010
Citation: WANG Huai-feng, LOU Meng-lin, ZHANG Ru-lin. Determining Rayleigh damping parameters for time history analysis of soil layers with deep deposit[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 468-476. DOI: 10.11779/CJGE201603010
shu

Determining Rayleigh damping parameters for time history analysis of soil layers with deep deposit

  • 1. School of Civil Engineering and Architecture, Xiamen University of Technology, Xiamen 361000, China;
    2. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;
    3. College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao 266580, China

More Information
  • Received Date: November 29, 2014
  • Published Date: March 24, 2016
    Graphical Abstract
    • Abstract
  • The appropriate selection of frequencies for determining Rayleigh damping parameters is significant for accurate analysis of soil layers with deep deposit. An optimized calculation method for Rayleigh damping coefficients in dynamic analysis of high-rise buildings is introduced to that of soil layers with deep deposit and is improved according to the characteristics of dynamic response of soil layers. The dynamic response of a typical soil model with deep deposit to 28 typical seismic waves is analyzed to compare the calculation accuracy and applicability of several methods for determining Rayleigh damping parameters. And the method for determining Rayleigh damping parameters of soil layers with deep deposit is proposed.
    • FullText(HTML)
    • References (23)
  • [1]
    SANLITURK K Y, KORUK H. Development and validation of a composite finite element with damping capability[J]. Composite Structures, 2013, 97(3): 136-146.
    [2]
    CLOUGH R W, PENZIEN J. Dynamics of structures[M]. Berkeley: Computers & Structures, 2003.
    [3]
    楼梦麟, 殷 琳. 关于高土坝地震反应分析中阻尼模型的讨论[J]. 水力发电学报, 2009, 28(5): 103-107. (LOU Meng-lin, YIN Lin. Discussion on damping models for seismic response analysis of high earth dams[J]. Journal of Hydroelectric Engineering, 2009, 28(5): 103-107. (in Chinese))
    [4]
    楼梦麟, 张 静. 大跨度拱桥地震反应分析中阻尼模型的讨论[J]. 振动与冲击, 2009, 28(5): 22-26. (LOU Meng-lin, ZHANG Jing. Discussion on damping models for seismic response analysis of long-span arch bridge[J]. Journal of Vibration and Shock, 2009, 28(5): 22-26. (in Chinese))
    [5]
    楼梦麟, 冯 娜. 土层阻尼模型对结构地震反应的影响[C]// 第二届全国抗震加固改造技术学术交流会. 上海, 2005. (LOU Meng-lin, FENG Na. The effect of damping modals used in soil layer on the seismic responses of structures[C]// Symposium of the Second Session of the National Seismic Strengthening Transformation Technology. Shanghai, 2005. (in Chinese))
    [6]
    HALL J F. Problems encountered from the use (or misuse) of Rayleigh damping[J]. Earthquake Engineering and Structural Dynamics, 2006, 35(5): 525-545.
    [7]
    CHARNEY F A. Unintended consequences of modeling damping in structures: Rayleigh damping[C]// 17 th Analysis and Computation Specialty Conference. St Louis, 2006.
    [8]
    RYAN K L, POLANCO J. Problems with Rayleigh damping in base-isolated buildings[J]. Journal of Structural Engineering, 2008, 134(11): 1780-1784.
    [9]
    邹德高, 徐 斌, 孔宪京. 瑞利阻尼系数确定方法对高土石坝地震反应的影响研究[J]. 岩土力学, 2011, 32(3): 797-803. (ZOU De-gao, XU Bin, KONG Xian-jing. Study of influence of different methods for calculating Rayleigh damping coefficient on high earth-rock dam seismic response[J]. Rock and Soil Mechanics, 2011, 32(3): 797-803. (in Chinese))
    [10]
    ERDURAN E. Evaluation of Rayleigh damping and its influence on engineering demand parameter estimates[J]. Earthquake Engineering and Structural Dynamics, 2012, 41(14): 1905-1919.
    [11]
    楼梦麟, 邵新刚. 深覆盖土层Rayleigh阻尼矩阵建模问题的讨论[J]. 岩土工程学报, 2013, 35(7): 1272-1279. (LOU Meng-lin, SHAO Xin-gang. Discussion on modeling issues of Rayleigh damping matrix in soil layers with deep deposit[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(7): 1272-1279. (in Chinese))
    [12]
    丁海平, 马俊玲. 基于场地特征周期的瑞利阻尼确定方法[J]. 岩土力学, 2013(增刊2): 35-40. (DING Hai-ping, MA Jun-ling. A method for determining Rayleigh damping based on site characteristic period[J]. Rock and Soil Mechanics, 2013(S2): 35-40. (in Chinese))
    [13]
    刘红石. Rayleigh阻尼比例系数的确定[J]. 噪声与振动控制, 1999(6): 21-22. (LIU Hong-shi. Determination of Rayleigh damping proportionality coefficient[J]. Noise and Vibration Control, 1999(6): 21-22. (in Chinese))
    [14]
    刘红石. 相对误差与Rayleigh阻尼比例系数的确定[J]. 湖南工程学院学报, 2001, 11(3/4): 36-38. (LIU Hong-shi. Relative error and determination of Rayleigh damping proportionality coefficient[J]. Journal of Hunan Institute of Engineering, 2001, 11(3/4): 36-38. (in Chinese))
    [15]
    YANG D B, ZHANG Y G, WU J Z. Computation of Rayleigh damping coefficients inseismic time-history analysis of spatial structures[J]. Journal of the International Association for Shell and Spatial Structures, 2010, 51(2): 125-135.
    [16]
    杨大彬, 张毅刚, 吴金志. 基于多参考振型的Rayleigh阻尼系数计算方法在单层柱面网壳中的应用[J]. 空间结构, 2011, 17(3): 8-15. (YANG Da-bin, ZHANG Yi-gang, WU Jin-zhi. Application of the multiple reference modes based computation method of Rayleigh damping coefficients in single-layer cylindrical latticed shell[J]. Spatial Structures, 2011, 17(3): 8-15. (in Chinese))
    [17]
    SPEARS R E, JENSEN S R. Approach for selection of rayleigh damping parameters used for time history analysis[J]. Journal of Pressure Vessel Technology, 2012, 134(6): 67-75.
    [18]
    潘旦光. 直接确定Rayleigh阻尼系数的一种优化方法[J]. 工程力学, 2013, 30(9): 16-21. (PAN Dan-guang. An optimization method for the direct determination of rayleigh damping coefficients[J]. Engineering Mechanics, 2013, 30(9): 16-21. (in Chinese))
    [19]
    潘旦光. 地震反应分析中Rayleigh阻尼系数的优化解[J]. 工程力学, 2013, 30(11): 15-20. (PAN Dan-guang. An optimization solution for rayleigh damping coefficients in seismic response analysis[J]. Engineering Mechanics, 2013, 30(11): 15-20. (in Chinese))
    [20]
    NEWMARK N M, HALL W J. Earthquake spectra and design[M]. California: Earthquake Engineering Research Institute, 1982.
    [21]
    曾繁慧. 数值分析[M]. 徐州: 中国矿业大学出版社, 2009. (ZENG Fan-hui. Numerical analysis[M]. Xuzhou: China Mining University Press, 2009. (in Chinese))
    [22]
    楼梦麟, 潘旦光, 范立础. 土层地震反应分析中侧向人工边界的影响[J]. 同济大学学报(自然科学版), 2003, 31(7): 757-761. (LOU Meng-lin, PAN Dan-guang, FAN Li-chu. Effect of vertical artificial boundary on seismic response of soil layer[J]. Journal of Tongji University (Natural Science) 2003, 31(7): 757-761. (in Chinese))
    [23]
    宗福开. 波传播问题中有限元分析的频散特性及离散化准则[J]. 爆炸与冲击, 1984, 4(4): 16-23. (ZONG Fu-kai. Frequency dispersion characteristics and discretization of the finite element analysis in wave propagation problems[J]. Explosion and Shock Waves, 1984, 4(4): 16-23. (in Chinese))
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(22)

    1. 赫连腾，张丰涛. 快掘扰动下巷道围岩变形控制技术研究. 现代矿业. 2024(02): 210-213 .
    2. 双海清，辛越强，李树刚，林海飞，周斌，尚英智，刘思博. 基于关键层理论的切顶留巷下覆岩裂隙分布特征研究. 煤炭科学技术. 2024(05): 102-113 .
    3. 李鹏飞. 近距离煤层采空区下开采底板破坏规律研究. 山东煤炭科技. 2024(06): 123-127+133 .
    4. 王俊超. 强矿压永久巷道支护失效分析与多层次耦合控制对策. 煤炭与化工. 2024(10): 6-11 .
    5. 弓海军，刘一洪，赵洪宝，李岳，荆士杰. 采场底板裂隙扩展的分区特征及其临界应力条件. 中国矿业大学学报. 2024(06): 1132-1143 .
    6. 黄琪嵩，许波，冯俊军，林晓飞，程久龙，彭俊. 考虑顶板断裂动载作用的采场底板破坏深度研究. 煤田地质与勘探. 2024(12): 13-24 .
    7. 卢方超，张学博，高建良. 倾斜特厚煤层上分层开采时下分层煤体载荷及渗透率演化规律研究. 矿业安全与环保. 2023(02): 14-20 .
    8. 韩宇峰，王兆会，唐岳松. 大采高工作面支架刚度对煤壁稳定性的影响效应研究. 煤炭科学技术. 2023(03): 1-9 .
    9. 孟川杰. 基于虚拟影像探查的深部裂隙岩体储水分布探测研究. 中国测试. 2022(03): 53-58 .
    10. 池秀文，谢宇，陈东方，汪宗英，邓学翰，赵龙. 基于颗粒流的层状矿岩细观参数标定研究. 矿业研究与开发. 2022(10): 113-118 .
    11. 兰红，郑禄林，陈庆港，林健云，邱青，赵禹，田友稳. 动静载荷下含软弱夹层巷道围岩稳定性分析. 煤矿安全. 2022(12): 241-246+252 .
    12. 李巍，阮泽宇，郭亚超，吴来伟，张鹏，余宏. 基于数值模拟分析的上邻近煤层底板损伤特征研究. 矿业研究与开发. 2021(03): 70-74 .
    13. 岳喜占，涂敏，李迎富，张劲松，高亮. 近距离煤层开采遗留边界煤柱下底板巷道采动附加应力计算. 采矿与安全工程学报. 2021(02): 246-252+259 .
    14. 杨鹏，杨伟峰，张鑫全，王振荣，杨茂林. 基于信息熵的采动覆岩应力动态演化与水害辨识. 煤炭学报. 2021(09): 3006-3014 .
    15. 曹淑良，杨林，陈健. 华恒矿业双大巷跨采技术及巷道加固支护效果分析. 现代矿业. 2020(01): 73-76+82 .
    16. 庞义辉，王国法，李冰冰. 深部采场覆岩应力路径效应与失稳过程分析. 岩石力学与工程学报. 2020(04): 682-694 .
    17. 孙艺丹，杨逾，孙博一，李珉，孙浩翔. 动力扰动下巷道围岩变形影响因素敏感性分析. 煤炭科学技术. 2020(05): 57-62 .
    18. 杨逾，孙艺丹，张国赟. 动载下巷道围岩微震响应特征及支护研究. 中国安全生产科学技术. 2020(06): 73-79 .
    19. 杨仁树，朱晔，李永亮，李炜煜. 层状岩体中巷道底板应力分布规律及损伤破坏特征. 中国矿业大学学报. 2020(04): 615-626+645 .
    20. 毕鹏，魏文胜. 赵固二矿非对称底鼓破坏规律研究. 煤. 2020(10): 8-11+14 .
    21. 牛田瑞，陈健，曹峰. 近距离煤层采动及构造对预掘工作面回撤通道的影响. 煤炭科学技术. 2020(S2): 47-52 .
    22. 谢和平. 深部岩体力学与开采理论研究进展. 煤炭学报. 2019(05): 1283-1305 .

    Other cited types(20)

Catalog

    Get Citation
    PDF
    XML
    Article views (675) PDF downloads (308) Cited by(42)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return