›› 2018, Vol. 39 ›› Issue (10): 3803-3811.doi: 10.16285/j.rsm.2017.0286

• Numerical Analysis • Previous Articles     Next Articles

Simulation of dynamic interaction between sedimentary valley and buildings under seismic loading by 2D IBEM

LIU Zhong-xian1, 2, QI Xin1, WANG Dong1, 2, CHAI Shou-xi1, YAO Shu1   

  1. 1. Key Laboratory of Civil Structure Protection and Reinforcement of Tianjin, Tianjin Chengjian University, Tianjin 300384, China; 2. Hebei Building Research Technical Co., Ltd., Shijiazhuang, Hebei 050021, China
  • Received:2017-05-05 Online:2018-10-11 Published:2018-11-04
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51678390, 51508347) and the Key Project of Natural Science Foundation of Tianjin (18JCZDJC39200).

Abstract: In valleys buildings are commonly tightly located. However, the interaction between sedimentary valley and compact buildings under ground motion is currently not clear. Therefore, in this paper, the indirect boundary element method (IBEM) is used to analyze the valley-buildings effect under the plane SV waves. The results show that there exists significant and complex dynamic interaction between the sedimentary valley and buildings, and the seismic response of the buildings in the valley illustrates rapid alternation of strong and weak amplitude. The interaction characteristics strongly depend on the crucial factors such as incident angle of seismic wave, sedimentary valley group of medium and depth of the sedimentary valley. Overall, the buildings group has a large effect on the seismic response of shallow alluvial valley, and the seismic response can decrease by 50% for high-frequency wave incidence. It’s necessary to consider the effect of the buildings when we evaluate the seismic amplification effect in the actual valley, and the anti-seismic design standard of the buildings located at the focus of seismic waves should be properly improved.

Key words: city-site effect, sedimentary valley, buildings, seismic wave, indirect boundary element method (IBEM)

CLC Number: 

  • TU 476
[1] HE Ying, YU Qin, LIU Zhong-xian, . Simulation of multi-point spatially correlated earthquake ground motions of sedimentary valleys considering scattering effect [J]. Rock and Soil Mechanics, 2019, 40(7): 2739-2747.
[2] LEI Wen-jie, LI Jin-yu, YUN Mei-hou, . Research on propagation and attenuation characteristics of mining micro-seismic wave [J]. Rock and Soil Mechanics, 2019, 40(4): 1491-1497.
[3] LIU Nian-wu, CHEN Yi-tian, GONG Xiao-nan, YU Ji-tao, . Analysis of deformation characteristics of foundation pit of metro station and adjacent buildings induced by deep excavation in soft soil [J]. Rock and Soil Mechanics, 2019, 40(4): 1515-1525.
[4] 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.
[5] LI Zhi-yuan, LI Jian-bo, LIN Gao, HAN Ze-jun,. Analysis of scattered field characteristics of valley embedded in layered soil [J]. , 2018, 39(9): 3453-3460.
[6] YU Xiang, KONG Xian-jing, ZOU De-gao, ZHOU Chen-guang, . Seismic wave input method for nonlinear dynamic analysis of earth dam built on overburden [J]. , 2018, 39(5): 1858-1866.
[7] CUI Zhen, SHENG Qian, LENG Xian-lun, LUO Qing-zi,. Transmission of S-wave across one joint using the continuously yielding model [J]. , 2018, 39(4): 1203-1210.
[8] WANG Rui, HU Zhi-ping, XIA Xiang-bo, YUAN Wei-hong, CHEN Yue,. Propagation law of seismic wave across ground fissure interface in Xi’an [J]. , 2016, 37(S2): 642-648.
[9] LIU Cheng-yu, LIU Han-qing, HUANG Zhen . Analysis of surrounding rock anisotropy based on measured seismic wave velocity——A case study of Tingzhou Tunnel in Ganzhou-Longyan Railway [J]. , 2016, 37(5): 1451-1457.
[10] ZHU Jian-ming, LIN Qing-tao, GAO Xiao-jiang, GAO Lin-sheng,. Research on space earth pressure behind retaining wall adjacent to existing basements exterior wall [J]. , 2016, 37(12): 3417-3426.
[11] KANG Zhi-jun , TAN Yong , LI Xiang , WEI Bin , XU Chang-Jie,. Influences of depth of maximum lateral deflection of excavation support on adjacent environment [J]. , 2016, 37(10): 2909-2914.
[12] LIAO Tao , PU Chuan-jin , YANG Xin , GUAN Shao-hua , GUO Wang-lin , . Special effects of vibration caused by pile-well blasting in adjacent slope [J]. , 2015, 36(S2): 623-628.
[13] GUAN Xiao-ming,FU Hong-xian,WANG Meng-shu. Blasting vibration characteristics monitoring of tunnel under-passing hillside buildings in short-distance [J]. , 2014, 35(7): 1995-2003.
[14] LIU Yang ,WANG Ming-yang ,LI Jie ,WANG De-rong ,ZHANG Ning,. Analysis of dynamic response of shield tunnel to explosion seismic wave [J]. , 2014, 35(4): 1056-1062.
[15] ZHAO Qi,ZHU Jian-ming. Research on active earth pressure behind retaining wall adjacent to existing basements exterior wall considering soil arching effects [J]. , 2014, 35(3): 723-728.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!