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基于三维离散单元法庞贝古城柱廊的动力特性分析
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作者 肖俊 周勇 +2 位作者 韩彦辉 sarhosis vasilis 王涛 《武汉大学学报(工学版)》 CAS CSCD 北大核心 2018年第8期688-694,702,共8页
为探索意大利庞贝古城双层柱廊结构的地震动力响应,建立了一个典型的双层柱廊结构的三维实体模型,并用三维离散元程序3DEC对柱廊结构进行了地震动力模拟计算,分析了简谐波及实测地震波的频率、加速度幅值及荷载施加方向等对柱廊结构稳... 为探索意大利庞贝古城双层柱廊结构的地震动力响应,建立了一个典型的双层柱廊结构的三维实体模型,并用三维离散元程序3DEC对柱廊结构进行了地震动力模拟计算,分析了简谐波及实测地震波的频率、加速度幅值及荷载施加方向等对柱廊结构稳定性的影响规律.数值模拟结果表明:在简谐波作用下,柱廊结构的变形随着加速度幅值的增加而变大,低频波比高频波更容易导致柱廊结构发生破坏,位移较大的部位出现在横梁和下层石柱,横梁可以削弱向上传播的动力荷载,柱廊结构在平面外方向的抗震能力低于平面内方向. 展开更多
关键词 柱廊 离散单元法 简谐波 地震波 动力响应
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Numerical Simulation and Analysis of Excavation and Support in Traffic Tunnel of a Power Station
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作者 ZHOU Weibo LEI Ming +1 位作者 WANG Tao sarhosis vasilis 《施工技术(中英文)》 CAS 2021年第24期147-151,共5页
To evaluate the rationality of the excavation and support structure design in tunnel engineering, numerical simulation and structural deformation stability analysis in excavation and support in a traffic tunnel are ca... To evaluate the rationality of the excavation and support structure design in tunnel engineering, numerical simulation and structural deformation stability analysis in excavation and support in a traffic tunnel are carried out in combination with the practical geological conditions study. The computation results demonstrate that following excavation, the surrounding rock deforms minimally and has a large self-bearing capacity. The shotcrete-bolt structure in the initial support has small deformation and stress, ensuring that it meets the safety and stability requirements. The stress of the secondary lining structure is calculated, which can also meet the structural strength requirements. The traffic tunnel’s supporting system is a practical and cost-effective manner. The proposed study will provide a specific reference for the design and research of the support structures in traffic tunnels. 展开更多
关键词 undeground engineering traffic tunnel supports DEFORMATION force analysis
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