Citation: | JI Jinbao, WU Jianfeng, LI Wenyue. Review of the Shaking Table Foundation Design and Construction[J]. Journal of Beijing University of Technology, 2022, 48(8): 888-897. DOI: 10.11936/bjutxb2021060016 |
Based on the typical design and construction cases of shaking table at home and abroad, first, the classification of shaking table foundation structure was summarized, and that the vibration intensity, structural form and actual site conditions should be comprehensively considered for selection was put forward in this paper. Second, the influences of some key parameters on the characteristics of shaking table system, e.g., the foundation quality should not be blindly increased in design, and the comprehensive design should be combined with the structural form, were analyzed. Third, three kinds of dynamic calculation methods of shaking table foundation, including GB 50040—96 method, Foundation Engineering Handbook method and Lysmer method, were compared, and the applicability of each method was summarized; Finally, the key problems that should be considered in the construction process of shaking table foundation, including mass concrete cracking, foundation pit support and embedded parts installation accuracy were summarized, and suggestions were put forward.
[1] |
刘必灯, 郭迅, 周洋, 等. 大型地震模拟振动台运行对周围场地影响的试验研究[J]. 振动与冲击, 2016, 35(13): 212-218. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201613034.htm
LIU B D, GUO X, ZHOU Y, et al. Tests for effect of large seismic shaking-table operation on surrounding fields[J]. Journal of Vibration and Shock, 2016, 35(13): 212-218. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201613034.htm
|
[2] |
刘必灯, 郭迅. 西南交通大学8 m×10 m地震模拟振动台运行对场地振动的影响分析[J]. 中国地震, 2019, 35(2): 226-237. doi: 10.3969/j.issn.1001-4683.2019.02.002
LIU B D, GUO X. Experimental study of field vibration influence induced by the 8 m×10 m shake table of Southwest Jiaotong University[J]. Earthquake Research in China, 2019, 35(2): 226-237. (in Chinese) doi: 10.3969/j.issn.1001-4683.2019.02.002
|
[3] |
LUCO J E, OZCELIK O, CONTE J P, et al. Experimental study of the dynamic interaction between the foundation of the NEES/UCSD shake table and the surrounding soil: reaction block response[J]. Soil Dynamics and Earthquake Engineering, 2011, 31(7): 954-973. doi: 10.1016/j.soildyn.2011.03.003
|
[4] |
侯兴民, 马小燕, 吴汉生, 等. 动力机器基础振动与设计若干问题的讨论[J]. 地震工程与工程振动, 2008, 28(3): 131-137. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200803019.htm
HOU X M, MA X Y, WU H S, et al. Some problems about vibration and design of dynamic machine foundation[J]. Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(3): 131-137. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200803019.htm
|
[5] |
侯兴民, 廖振鹏, 黄浩华. 动力基础频域响应分析[J]. 工程力学, 2003, 20(4): 122-127. doi: 10.3969/j.issn.1000-4750.2003.04.021
HOU X M, LIAO Z P, HUANG H H. Dynamic response analysis of foundation in the frequency domain[J]. Engineering Mechanics, 2003, 20(4): 122-127. (in Chinese) doi: 10.3969/j.issn.1000-4750.2003.04.021
|
[6] |
黄浩华. 地震模拟振动台的设计与应用技术[M]. 北京: 地震出版社, 2008.
|
[7] |
张德武. 三维六自由度地震模拟振动台基础的动力分析与设计计算方法研究[D]. 西安: 西安建筑科技大学, 2009: 5-6.
ZHANG D W. Dynamic analysis and design calculation method study of the six degree of freedom shaking table foundation[D]. Xi'an: Xi'an University of Architecture and Technology, 2009: 5-6. (in Chinese)
|
[8] |
李振宝, 李晓亮, 唐贞云, 等. 基于振动台的动力子结构试验界面反力获取方法[J]. 地震工程与工程振动, 2011, 31(3): 65-70. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC201103010.htm
LI Z B, LI X L, TANG Z Y, et al. Research on the methods of evaluating reaction force for dynamic sub-structure experiments using shaking table[J]. Journal of Earthquake Engineering and Engineering Vibration, 2011, 31(3): 65-70. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC201103010.htm
|
[9] |
李朝静. 大型地震模拟振动台基础设计关键问题研究[D]. 南京: 东南大学, 2016: 5-7.
LI C J. Research on key issues in design of large earthquake simulation shaking table foundation[D]. Nanjing: Southeast University, 2016: 5-7. (in Chinese)
|
[10] |
王磊. 地震模拟振动台基础动力反应的比较分析[D]. 苏州: 苏州科技学院, 2013: 7-8.
WANG L. Comparative study on dynamic response of seismic shaking table foundation[D]. Suzhou: Suzhou University of Science and Technology, 2013: 7-8. (in Chinese)
|
[11] |
纪金豹, 王晨光, 闫维明. 基于TMD加载的振动台子结构试验技术研究[J]. 地震工程与工程振动, 2019, 39(4): 98-104. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC201904010.htm
JI J B, WANG C G, YAN W M. Study of shaking table substructure test loading by TMD device[J]. Journal of Earthquake Engineering and Engineering Vibration, 2019, 39(4): 98-104. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC201904010.htm
|
[12] |
牛志伟, 王若灿, 郑人逢. 振动台反力基础动力响应分析[J]. 建筑结构, 2018, 48(增刊2): 896-901. https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG2018S2184.htm
NIU Z W, WANG R C, ZHENG R F. Analysis on the dynamic response of shaking table foundation[J]. Building Structure, 2018, 48(Suppl 2): 896-901. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG2018S2184.htm
|
[13] |
许金玉. 庆祝改革开放40周年写给四十年前学长学姐的一封信[EB/OL]. [2021-02-15]. https://www.027art.com/jiangsubenke/HTML/6664314.html.
|
[14] |
陈云敏, 凌道盛, 周承涛. 打桩振动近场波动的数值分析和实测比较[J]. 振动工程学报, 2002, 15(2): 58-64. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDGC200202010.htm
CHEN Y M, LING D S, ZHOU C T. Numerical analysis and test of pile driving vibration[J]. Journal of Vibration Engineering, 2002, 15(2): 58-64. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDGC200202010.htm
|
[15] |
张世忠. 岩石地基地震模拟振动台基础动力响应分析[D]. 重庆: 重庆大学, 2013: 7-9.
ZHANG S Z. Study on the dynamic response analysis of seismic shaking table supported by rock foundation[D]. Chongqing: Chongqing University, 2013: 7-9. (in Chinese)
|
[16] |
王燕华, 程文瀼, 陈忠范, 等. 单向地震模拟振动台的设计[J]. 东南大学学报(自然科学版), 2009, 39(增刊2): 231-237. https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX2009S2042.htm
WANG Y H, CHENG W F, CHEN Z F, et al. Design of shaking table for earthquake simulation[J]. Journal of Southeast University (Nature Science Edition), 2009, 39(Suppl 2): 231-237. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX2009S2042.htm
|
[17] |
PAVESE A, LAI C G, CALVI G M, et al. Reaction mass and foundation design of the large, one-degree-of-freedom EU center shaking table[C/OL]//Proceedings of the 1st International Conference on Advances in Experimental Structural Engineering. 2005: 513-523[2021-02-15]. https://www.researchgate.net/publication/265293393_reaction_mass_and_foundation_design_of_the_large_one-degree-of-freedom_eucentre_shaking_table.
|
[18] |
CERESA P. Design of a dynamic and pseudo-dynamic testing facility[D/OL]//Pavia, Italy: European School for Advanced Studies in Reduction of Seismic Risk, 2004: 46-51[2021-02-15]. https://www.researchgate.net/publication/265293302_DESIGN_OF_A_LARGE-SCALE_DYNAMIC_AND_PSEUDO-DYNAMIC_TESTING_FACILITY.
|
[19] |
余安东, 王天龙. 同济大学地震模拟振动台基础设计[J]. 同济大学学报, 1986, 14(2): 118-125. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ198602015.htm
YU A D, WANG T L. Foundation design of earthquake in Tongji University[J]. Journal of Tongji University, 1986, 14(2): 118-125. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ198602015.htm
|
[20] |
方子明. 地震模拟振动台阵的反力基础设计计算研究[D]. 福州: 福州大学, 2014: 12-14.
FANG Z M. Research on the design and caculation of reaction-mass-foundation of triple shaking tables of earthquake simulation[D]. Fuzhou: Fuzhou University, 2014: 12-14. (in Chinese)
|
[21] |
HUANG F Y, FANG Z M, LI J Z. Study on design and construction of reaction mass of earthquake simulation triple shaking tables[C/OL]//2rd International Conference on Industrial Design and Mechanical Power. Switzerland: trans tech publications. 2013: 279-285[2021-02-15]. https://www.scientific.net/AMM.518.279.
|
[22] |
方重. 大型模拟地震振动台主要参数的确定及技术经济分析[J]. 世界地震工程, 2001, 17(4): 135-138. doi: 10.3969/j.issn.1007-6069.2001.04.024
FANG Z. Determination of main parameters and technico-economic analysis for large scale earthquake simulator[J]. World Information on Earthquake Engineering, 2001, 17(4): 135-138. (in Chinese) doi: 10.3969/j.issn.1007-6069.2001.04.024
|
[23] |
潘景龙. 单向模拟地震振动台设计中的若干问题讨论[J]. 哈尔滨建筑工程学院学报, 1990, 23(2): 90-99. https://www.cnki.com.cn/Article/CJFDTOTAL-HEBJ199002009.htm
PAN J L. Discussion on a number of problems in design of the unidirectional shaking table[J]. J Harbin Archit & Civ Eng Inst, 1990, 23(2): 90-99. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HEBJ199002009.htm
|
[24] |
OHTANI K, OGAWA N, KATAYAMA T, et al. World's largest shaking table takes shapes in Japan (2nd report)[C/OL]//Transaction of 16 th International Conference on Structural Mechanics in Reactor Technology, SMiRT 16, Washington, USA, August 12-17, 2001[2021-02-15]. http://www.lib.ncsu.edu/resolver/1840.20/30802.
|
[25] |
REISSNER E. Stationäre, axialsymmetrische, durch eine schüttelnde Masse erregte Schwingungen eines homogenen elastischen Halbraumes[J]. Ingenieur-Archiv, 1936, 7(6): 381-396. doi: 10.1007/BF02090427
|
[26] |
韩英才. 大型动力基础的设计研究[J]. 建筑结构学报, 1986(5): 59-67. https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB198605006.htm
HAN Y C. Design and research of large scale foundation under dynamic loading[J]. Journal of Architectural Structure, 1986(5): 59-67. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB198605006.htm
|
[27] |
RESTREPO J I, CONTE J P, LUCO J E, et al. The NEES@ UCSD large high performance outdoor shake table[C/OL]//Earthquake Engineering and Soil Dynamics, Austin, Texas, United States January 24-26, 2005[2021-02-15]. https://ascelibrary.org/doi/epdf/10.1061/40779%28158%291.
|
[28] |
VAN DEN EINDE L, RESTREPO J, CONTE J P, et al. Development of the George E Brown Jr network for earthquake engineering simulation (NEES) large high performance outdoor shake table at the University of California, San Diego[C/OL]//Proc of the 13th world conference on earthquake engineering, Vancouver Canada, August 1-7, 2004[2021-02-15]. http://www.iitk.ac.in/nicee/wcee/article/13_3281.pdf.
|
[29] |
王亚勇. 大型模拟地震振动台基础动力计算[J]. 建筑科学, 1985, 5(2): 26-33. https://www.cnki.com.cn/Article/CJFDTOTAL-JZKX198502004.htm
WANG Y Y. Dynamic calculation of a large-scale shaking table foundation[J]. Building Science, 1985, 5(2): 26-33. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZKX198502004.htm
|
[30] |
张自平, 程绍革, 贺军. 三向六自由度大型模拟地震振动台基础动力分析计算[J]. 建筑科学, 2004, 20(2): 36-40. https://www.cnki.com.cn/Article/CJFDTOTAL-JZKX200402009.htm
ZHANG Z P, CHENG S G, HE J. Dynamic analysis and calculation of the large scale six degree of freedom shaking table foundation[J]. Building Science, 2004, 20(2): 36-40. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZKX200402009.htm
|
[31] |
DIXON R, PENZIEN J. Dynamic response of a 20ft×20ft shaking table[C/OL]//Proceedings of the 5th WCEE. 1973: 1725-1752[2021-02-15]. https://www.mendeley.com/catalogue/8bdcc533-0b57-32cc-8fe3-7e7101f93014/
|
[32] |
TAIMI H, MINOWA C, SHIMOMURA Y. Dynamic response of a large-scale shaking table foundation and its surrounding ground[J]. Proc of 1st WCEE, 1977, 4: 61-66.
|
[33] |
中华人民共和国机械工业部. 动力机器基础设计标准: GB 50040—2020[S]. 北京: 中国计划出版社, 1997.
|
[34] |
钱鸿缙. 动力机器基础设计[M]. 北京: 中国建筑工业出版社, 1980: 220-221.
|
[35] |
尹谦钧, 侯杰, 邱法维. 地震模拟振动台的基础设计研究[J]. 工程抗震与加固改造, 2009, 31(4): 40-44. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKZ200904010.htm
YIN Q J, HOU J, QIU F W. Research on designing method of shaking table foundation[J]. Earthquake Resistant Engineering and Retrofitting, 2009, 31(4): 40-44. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCKZ200904010.htm
|
[36] |
FANG H Y. Foundation engineering handbook[M]. New York: Springer US, 2013.
|
[37] |
RICHART. Vibration of soils and foundations[M]. New Jersey: Prentice-Hall, 1970.
|
[38] |
王杰贤. 动力地基与基础[M]. 北京: 科学出版社, 2001: 149-153.
|
[39] |
严人觉, 王贻荪, 韩清宇. 动力基础半空间理论概论[M]. 北京: 中国建筑工业出版社, 1981: 185-186.
|
[40] |
尹谦钧. 地震模拟振动台的基础设计与应用研究[D]. 北京: 清华大学, 2008.
YIN Q J. Research on design and application of seismic shaking table[D]. Beijing: Tsinghua University, 2008. (in Chinese)
|
[41] |
马平舟, 唐兴荣. 地震模拟振动台基础深基坑支护结构内力计算有限元分析[J]. 常州工学院学报, 2016, 29(5): 6-11. https://www.cnki.com.cn/Article/CJFDTOTAL-CZGB201605002.htm
MA P Z, TANG X R. Finite element analysis for calculating the internal force of supporting structure of deep foundation pit of an earthquake simulation shaking table[J]. Journal of Changzhou Institute of Technology, 2016, 29(5): 6-11. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CZGB201605002.htm
|
[42] |
孔德森, 吴燕开. 基坑支护工程[M]. 北京: 冶金工业出版社, 2012.
|
[43] |
邹荣. 单向水平地震模拟振动台基础设计与施工研究[D]. 武汉: 华中科技大学, 2004: 56-63.
ZOU R. Investigation of design and construction of single direction horizontal shaking table foundation[D]. Wuhan: Huazhong University of Science and Technology, 2004: 56-63. (in Chinese)
|
[44] |
马平舟. 振动台基础深基坑支护监控与分析[D]. 苏州: 苏州科技大学, 2016: 8-39.
MA P Z. Monitoring and analysis of support for deep foundation pit of vibration table foundation[D]. Suzhou: Suzhou University of Science and Technology, 2016: 8-39. (in Chinese)
|
[45] |
梁寿兴. 大体积混凝土结构收缩变形裂缝机理及计算[J]. 科技资讯, 2008, 4(12): 8-9. https://www.cnki.com.cn/Article/CJFDTOTAL-ZXLJ200812008.htm
LIANG S X. Mechanism and calculation of shrinkage deformation cracks in mass concrete structures[J]. Science & Technology Information, 2008, 4(12): 8-9. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZXLJ200812008.htm
|
[46] |
唐松涛. 大体积混凝土基础中高精度预埋件的施工控制方法[J]. 价值工程, 2011, 30(23): 83-84. https://www.cnki.com.cn/Article/CJFDTOTAL-JZGC201123064.htm
TANG S T. Studies on precision control method for embedded parts in mass concrete[J]. Value Engineering, 2011, 30(23): 83-84. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZGC201123064.htm
|
[47] |
杨超. 振动台阵基础大体积混凝土温度应力的监控与分析[D]. 北京: 北京建筑大学, 2020: 14-15.
YANG C. Monitoring and analysis of temperature stress of mass concrete on shaking table array foundation[D]. Beijing: Beijing University of Architecture, 2020: 14-15. (in Chinese)
|
[48] |
OGAWA N, SATO M, OHTANI K, et al. Construction of E-Defense (3-D full-scale earthquake testing facility)[J]. Journal of Japan Association for Earthquake Engineering, 2004, 4(3): 69-76.
|
[49] |
OHTANI K, OGAWA N, KATAYAMA T, et al. World's largest shaking table takes shapes in Japan (the third report)(K284)[C/OL]// Transaction of 17 th International Conference on Structural Mechanics in Reactor Technology, SMiRT 17, Prague, Czech Republic August 17-22, 2003[2021-02-15]. https://repository.lib.ncsu.edu/bitstream/handle/1840.20/27338/k12-1.pdf?sequence=1.
|
[50] |
张自平, 程绍革, 贺军, 等. 大型模拟地震振动台大体积混凝土基础施工裂缝控制[J]. 工程抗震, 2004(2): 28-30. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKZ200402009.htm
ZHANG Z P, CHENG S G, HE J, et al. Crack control in mass concrete foundation construction of large-scale shaking table[J]. Earthquake Engineering, 2004(2): 28-30. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCKZ200402009.htm
|
[51] |
徐捷. 大型振动台基础大体积混凝土防止裂缝产生的质量控制措施[J]. 西安建筑科技大学学报(自然科学版), 2011, 43(1): 131-136. https://www.cnki.com.cn/Article/CJFDTOTAL-XAJZ201101025.htm
XU J. Quality control measures preventing cracks in mass concrete foundation of large scale shaking table[J]. J Xi'an Univ of Arch & Tech (Natural Science Edition), 2011, 43 (1): 131-136. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAJZ201101025.htm
|
[52] |
孙振宇. 三轴模拟地震振动台动力基础大体积混凝土施工裂缝的控制[J]. 陕西建筑, 2010(5): 36-39.
SUN Z Y. Control of construction cracks in mass concrete of dynamic foundation of triaxial seismic shaking table[J]. Shaanxi Architecture, 2010 (5): 36-39. (in Chinese)
|
[53] |
柏金成. 振动台基础大体积混凝土温度应力的监控与分析[D]. 苏州: 苏州科技学院, 2015: 61-62.
BAI J C. Monitoring and analysis of temperature stress in mass concrete of shaking table foundation[D]. Suzhou: Suzhou University of Science and Technology, 2015. (in Chinese)
|
[54] |
陈龙飞. 振动台基础预埋件的施工测量[J]. 工程勘察, 1984(2): 27-31. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC198402005.htm
CHEN L F. Construction survey of embedded parts of shaking table foundation[J]. Engineering Investigation, 1984(2): 27-31. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCKC198402005.htm
|
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