机译:SH波作用下山地隧道洞口结构的3-D壳分析
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China,Beijing City Traffic Collaborative Innovation Center, Beijing University of Technology, Beijing 100124, China;
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China;
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China;
Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu, SiChuan, China;
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Dongsan Rd. 1, Chenghua District, Chengdu City, China;
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China;
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China;
Mountain tunnel; Shell theory; Single free face slope; Strain; Theory of elastic wave;
机译:地震剪切(S)作用下圆柱地下结构的3-D壳分析
机译:土-结构相互作用对3-D隧道地震非弹性分析的影响
机译:地震剪切发生角度的影响在长衬里隧道的3-D非线性抗震响应上
机译:高地震强度区域山隧道门户网站段振动台模型试验
机译:Gamburtsev冰川下山脉,跨南极山脉和南极西部的地表波剪切速度结构以及Mariana和汤加俯冲带的浅层地震活动。
机译:从微波烧结过程中核壳微观结构的原位观察探讨微波相互作用机理
机译:地震剪切下圆柱地下结构的3-D壳体分析