›› 2018, Vol. 39 ›› Issue (6): 2259-2266.doi: 10.16285/j.rsm.2016.2153
• Numerical Analysis • Previous Articles Next Articles
YAO Yu1, 2, WANG Rui1, LIU Tian-yun1, ZHANG Jian-min1
CLC Number:
TV 641
[1] | HAN Jun-yan, LI Man-jun, ZHONG Zi-lan, XU Jing-shu, LI Li-yun, LAN Jing-yan, DU Xiu-li. Seismic response of soil under non-uniform excitation based on shaking table test of buried pipelines [J]. Rock and Soil Mechanics, 2020, 41(5): 1653-1662. |
[2] | PAN Dan-guang, CHENG Ye, CHEN Qing-jun. Shaking table test of the effect of underground shopping mall structure on ground motion [J]. Rock and Soil Mechanics, 2020, 41(4): 1134-1145. |
[3] | 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. |
[4] | 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. |
[5] | ZHANG Kui, ZHAO Cheng-gang, LI Wei-hua. Study of the seismic response of the seafloor ground containing soft soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2456-2468. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | HAN Jun-yan, DU Xiu-li, HOU Ben-wei, LI Li-yun, ZHONG Zi-lan, ZHAO Mi (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing , China. A simplified analysis model for pipe-soil structural seismic responses under longitudinal non-uniform seismic excitations [J]. Rock and Soil Mechanics, 2018, 39(12): 4651-4658. |
[13] | 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. |
[14] | 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. |
[15] | YANG Xiao-mei, LAI Qiang-lin. Time-domain equivalent linearization method for two-dimensional seismic response analysis [J]. , 2017, 38(3): 847-856. |
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