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| CHOICE AND IMPLEMENTATION OF SEISMIC WAVE INPUT METHOD IN NUMERICAL CALCULATION FOR UNDERGROUND ENGINEERING |
| ZHAO Wusheng1，CHEN Weizhong1，2，ZHENG Pengqiang1，YU Jianxin1 |
(1. State Key Laboratory of Geomechanics and Geotechnical Engineering，Institute of Rock and Soil Mechanics，Chinese Academy of
Sciences，Wuhan，Hubei 430071，China；2. Geotechnical and Structural Engineering Research Center，
Shandong University，Jinan，Shandong 250061，China) |
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Abstract Artificial boundary and seismic input method directly affect the calculation accuracy in aseismic analysis of underground structure using finite element method(FEM). The interaction between artificial boundary and seismic input method is studied on the basis of principle of artificial and seismic input method. The results show that different input methods significantly affect the efficiency of artificial boundary；and different artificial boundaries need compatible seismic input methods. The seismic input method compatible with artificial boundary and input program are proposed. The results using this input method and input program are in good agreement with theoretical solutions. Thereby，the theoretical basis of artificial boundary and seismic input method is provided for underground structures in seismic analysis using FEM.
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Received: 15 September 2012
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| [1] LYSMER J，KULEMEYER R L. Finite dynamic model for infinite media[J]. Journal of Engineering Mechanics，ASCE，1969，95(4)：859–877.
[2] DEEKS A J，RANDOLPH M F. Axisymmetric time-domain transmitting boundaries[J]. Journal of Engineering Mechanics，ASCE，1994，120(l)：25–42.
[3] 廖振鹏，黄孔亮，杨柏坡，等. 暂态波透射边界[J]. 中国科学：A辑，1984，26(6)：50–56.(LIAO Zhenpeng，HUANG Kongliang，YANG Baipo，et al. Transient wave transmitting boundary[J]. Science in China：Ser. A，1984，26(6)：50–56.(in Chinese))
[4] 刘晶波，吕彦东. 结构–地基动力相互作用问题分析的一种直接方法[J]. 土木工程学报，1998，31(3)：55–64.(LIU Jingbo，LU Yandong. A direct method for analysis of dynamic soil-structure interaction[J]. China Civil Engineering Journal，1998，31(3)：55–64.(in Chinese))
[5] 王振宇，刘晶波. 成层地基非线形波动问题人工边界与波动输入研究[J]. 岩石力学与工程学报，2004，23(7)：1 169–1 173.(WANG Zhenyu，LIU Jingbo. Study on wave motion input and artificial boundary for problem of nonlinear wave motion in layered soil[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(7)：1 169–1 173.(in Chinese))
[6] 张 波，李术才，杨学英，等. 三维黏弹性人工边界地震波动输入方法研究[J]. 岩土力学，2009，30(3)：775–777.(ZHANG Bo，LI Shucai，YANG Xueying，et al. Research on seismic wave input with three-dimensional viscoelastic artificial boundary[J]. Rock and Soil Mechanics，2009，30(3)：775–777.(in Chinese))
[7] 谷 音，刘晶波，杜义欣. 三维一致黏弹性人工边界及等效黏弹性边界单元[J]. 工程力学，2007，24(12)：31–37.(GU Yin，LIU Jingbo，DU Yixin. 3D consistent viscous-spring artificial boundary and viscous- spring boundary element[J]. Engineering Mechanics，2007，24(12)：31–37.(in Chinese))
[8] 张顺福，王海波，杨会臣. 等效黏性边界单元及黏性边界波动输入方法[J]. 水利学报，2008，39(10)：1 248–1 251.(ZHANG Shunfu，WANG Haibo，YANG Huichen. Equivalent viscous boundary elements and the method of wave input for viscous boundary[J]. Journal of Hydraulic Engineering，2008，39(10)：1 248–1 251.(in Chinese))
[9] 于海丰，张耀春. 地震动输入方法研究[J]. 工程力学，2009，26(增1)：1–6.(YU Haifeng，ZHANG Yaochun. Discussion on earthquake input method[J]. Engineering Mechanics，2009，26(Supp.1)：1–6.(in Chinese))
[10] 陈厚群. 坝址地震动输入机制探讨[J]. 水利学报，2006，37(12)： 1 417–1 423.(CHEN Houqun. Discussion on seismic input mechanism at dam site[J]. Journal of Hydraulic Engineering，2006，37(12)： 1 417–1 423.(in Chinese))
[11] 周维垣. 高等岩石力学[M]. 北京：水利电力出版社，1990：222–231.(ZHOU Weiyuan. Advanced rock mechanics[M]. Beijing：China Water Power Press，1990：222–231.(in Chinese))
[12] HIBBIT D，KARLSSON B，SORENSON P. ABAQUS analysis user?s manual，version 6.5[R]. [S. l.]：[s. n.]，2004.
[13] ZIENKIEWICZ O C，EMSON C，BETTESS P. A novel boundary infinite element[J]. International Journal for Numerical Methods in Engineering，1983，19(3)：393–404. |
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2013, Vol. 32 
