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Analysis on the seismic torsional response of large-scale aqueduct body

机译:大型渡槽机构抗震扭转应对分析

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The torsion of the multi-span aqueduct body was studied under the lateral seismic excitation by FSI computational analysis. The results show that the difference of stiffness of both sides has little influence on the torque of the aqueduct body. However, the influence of the torque on both end sections of the aqueduct body is not to be neglected. For the simply-supported beam aqueduct, if the centre moment of the aqueduct is adopted as the controlling condition to design the whole aqueduct body and when the bending-torsion effect is small, the safety of anti-seismic structures can meet the requirements. Otherwise, on the section between the centre section of the aqueduct body and the end slot section, the safety of anti-seismic structures could not meet the requirements.
机译:通过FSI计算分析在横向地震激发下研究了多跨度渡槽体的扭转。结果表明,两侧刚度差异对渡槽体的扭矩影响不大。然而,扭矩对渡槽体的两端部分的影响不容忽视。对于简单支持的光束渡槽,如果采用渡槽的中心力矩作为控制条件设计整个渡槽体,当弯曲扭转效果小时,抗震结构的安全性可以满足要求。否则,在渡槽机身的中心部分与结束槽部分之间的部分,抗震结构的安全性无法满足要求。

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