›› 2009, Vol. 30 ›› Issue (S1): 211-214.

• Numerical Analysis • Previous Articles     Next Articles

Effects of composite foundation on site seismic response

GAO Yan-ping, LI Kai-jing, DAI Jun   

  1. Central Research Institute of Building and Construction, MCC Group, Beijing 100088, China
  • Received:2009-07-01 Online:2009-08-10 Published:2011-03-16

Abstract:

In China, composite foundation has been widely used in civil engineering. What is the seismic response of this type of site? This is an important issue as to the input earthquake motion for structure design. By using the two-dimensional finite element program–FLUSH, the ground surface peak acceleration and acceleration response spectra of different replacement ratios under different ground motion inputs are calculated. The influences of replacement ratio on seismic response are studied; and some valuable results are obtained.

Key words: replacement ratio, input motion, seismic response, FLUSH

CLC Number: 

  • T472
[1] HAN Jun-yan, ZHONG Zi-lan, LI Li-yun, ZHAO Mi, WAN Ning-tan, DU Xiu-li. Nonlinear seismic response of free-field soil under longitudinal non-uniform seismic excitations [J]. Rock and Soil Mechanics, 2019, 40(7): 2581-2592.
[2] ZOU You-xue, WANG Rui, ZHANG Jian-mi, . Analysis on the seismic response of stone columns composite foundation in liquefiable soils [J]. Rock and Soil Mechanics, 2019, 40(6): 2443-2455.
[3] SUN Guang-chen, XIE Jia-you, HE Shan, FU He-lin, JIANG Xue-liang, ZHENG Liang, . Dynamic responses of bridge-tunnel approaching parts under different seismic excitation directions in soft surrounding rock [J]. Rock and Soil Mechanics, 2019, 40(3): 893-902.
[4] XU Zi-gang, DU Xiu-li, XU Cheng-shun, ZHANG Chi-yu, JIANG Jia-wei. Comparison of determination methods of site Rayleigh damping coefficients in seismic responses analysis of underground structures [J]. Rock and Soil Mechanics, 2019, 40(12): 4838-4847.
[5] XU Cheng-shun, DOU Peng-fei, DU Xiu-li, CHEN Su, HAN Jun-yan, . Large-scale shaking table model test of liquefiable free field [J]. Rock and Soil Mechanics, 2019, 40(10): 3767-3777.
[6] LIU Zhong-xian, ZHANG Zheng, WANG Shao-jie, LIANG Jian-wen, WANG Hai-liang, . 3D seismic response broadband-simulation of the alluvial basin in urban region based on the FMM-IBEM [J]. Rock and Soil Mechanics, 2019, 40(10): 4101-4110.
[7] XU Ming, TANG Ya-feng, LIU Xian-shan, LUO Bin, TANG Dao-yong,. Seismic dynamic response of rock slope anchored with adaptive anchor cables [J]. , 2018, 39(7): 2379-2386.
[8] HAN Bing, LIANG Jian-wen, ZHU Jun,. Effect of lenticle on seismic response of structures in deep water-saturated poroelastic soft site [J]. , 2018, 39(6): 2227-2236.
[9] YAO Yu, WANG Rui, LIU Tian-yun, ZHANG Jian-min,. Seismic response of high concrete face rockfill dams subject to non-uniform input motion [J]. , 2018, 39(6): 2259-2266.
[10] LI Rui-shan, YUAN Xiao-ming, LI Cheng-cheng. Analysis of relationship between dynamic shear strain and vibration velocity of horizontal soil layers [J]. , 2018, 39(10): 3623-3630.
[11] YIN Xun-qiang, JIN Yu-hao, WANG Gui-xuan,. Seismic response analysis of nuclear island buildings considering soil-structure interaction and nonlinear soil foundation [J]. , 2017, 38(4): 1114-1120.
[12] YANG Xiao-mei, LAI Qiang-lin. Time-domain equivalent linearization method for two-dimensional seismic response analysis [J]. , 2017, 38(3): 847-856.
[13] XING Hao-jie, LI Hong-jing, YANG Xiao-mei,. Seismic response analysis of horizontal layered soil sites based on Chebyshev spectral element model [J]. , 2017, 38(2): 593-600.
[14] HU Xiu-qing,, DONG Quan-yang, Lü Cheng-wei, WANG Jun, ZHUANG Xin-shan,. Resonant column experimental study of dynamic properties of soft clay foundation with cement soil mixing piles [J]. , 2016, 37(S2): 343-348.
[15] LEI Su-su , GAO Yong-tao , PAN Dan-guang , . Equivalent input of soil-structure interaction system considering radiation damping [J]. , 2016, 37(S1): 583-590.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WEI Li,CHAI Shou-xi,CAI Hong-zhou,WANG Xiao-yan,LI Min3,SHI Qian. Research on tensility of wheat straw for reinforced material[J]. , 2010, 31(1): 128 -132 .
[2] HUANG Qing-xiang, ZHANG Pei, DONG Ai-ju. Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam[J]. , 2009, 30(9): 2722 -2726 .
[3] JING Zhi-dong, LIU Jun-xin. Experimental research on dynamic deformations of semi-rigid structures of subgrade bed-mudstone of red beds[J]. , 2010, 31(7): 2116 -2121 .
[4] LIU Zheng-hong,LIAO Yan-hong,ZHANG Yu-shou. Preliminary study of physico-mechanical properties of Luanda sand[J]. , 2010, 31(S1): 121 -126 .
[5] LEI Jin-bo,CHEN Cong-xin. Research on load transfer mechanism of composite foundation of rigid pile with cap based on hyperbolic model[J]. , 2010, 31(11): 3385 -3391 .
[6] WANG Deng-ke,LIU Jian,YIN Guang-zhi,WEI Li-de. Research on influencing factors of permeability change for outburst-prone coal[J]. , 2010, 31(11): 3469 -3474 .
[7] ZHANG Cheng-ping,ZHANG Ding-li,LUO Jian-jun,WANG Meng-shu,WU Jie-pu. Remote monitoring system applied to the construction of metro station undercrossing existing metro tunnel[J]. , 2009, 30(6): 1861 -1866 .
[8] WANG Jun, CAO Ping, LI Jiang-teng, LIU Ye-ke. Analysis of stability of tunnel-slope with rheological medium under rainfall infiltration[J]. , 2009, 30(7): 2158 -2162 .
[9] ZHANG Yuan, WAN Zhi-jun, KANG Jian-rong, ZHAO Yang-sheng. Analysis of stage characteristics of sandstone permeability under conditions of temperature and triaxial stress[J]. , 2011, 32(3): 677 -683 .
[10] TANG Shi-bin, TANG Chun-an, LI Lian-chong, ZHANG Yong-bin. Investigation on time-dependent deformation of tunnel induced by humidity diffusion[J]. , 2011, 32(S1): 697 -0703 .