
Journal of Shanghai Jiaotong University››2012,Vol. 46››Issue (04): 591-595.
• Automation Technique, Computer Technology •Previous ArticlesNext Articles
WANG Jian-Wei, JIN Xian-Long, CAO Lu-Fen, ZHANG Wei-Wei
Received:2011-04-15Online:2012-04-28Published:2012-04-28| [1]DENG Feihuang, MO Haihong, ZENG Qingjun, et al. Analysis of the dynamic response of a shield tunnel in soft soil under a metrotrain vibrating load[J]. Journal of China University of Mining and Technology, 2006, 16(4):509513. [2]王祥秋,杨林德,周治国. 列车振动荷载作用下隧道衬砌结构动力响应特性分析[J]. 岩石力学与工程学报,2006,25(7):13381342. WANG Xiangqiu, YANG Linde, ZHOU Zhiguo. Dynamic response analysis of lining structures for tunnel under vibration loads of train[J].Chinese Journal of Rock Mechanics and Engineering, 2006, 25(7): 13381342. [3]白冰,李春峰. 地铁列车振动作用下交叠隧道的三维动力响应[J]. 岩土力学,2007,28(增刊):715718. BAI Bing, LI Chunfeng. Threedimensional elastic dynamic response of close crisscross tunnels subjected to subway loading [J]. Rock and Soil Mechanics, 2007, 28(Sup.):715718. [4]白冰,李春峰.地铁列车振动作用下近距离平行隧道的弹塑性动力响应[J].岩土力学,2009,30(1):123128. BAI Bing, LI Chunfeng. Elastoplastic dynamic responses of close parallel metro tunnels to vibration loading [J]. Rock and Soil Mechanics, 2009, 30(1):123128. [5]Hallquist J O. LSDYNA theoretical manual[M]. California: Livermore Software Technology Corporation, 2006. [6]Rama Mohan Rao A. Explicit nonlinear dynamic finite element analysis on homogeneous/heterogeneous parallel computing environment[J]. Advances in Engineering Software, 2006, 37 (11):701720. |
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