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能力谱法用于渡槽结构地震响应数值分析的影响因素研究 被引量:1
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作者 郑铁恒 周逸仁 《河南科技》 2013年第9X期168-169,共2页
本文以南水北调沙河南—黄河南沙河段工程的渡槽设计方案为背景,采用SAP2000建立渡槽模型,对其进行能力谱法与时程分析法对比研究,探求能力谱法用于渡槽结构地震响应数值分析的影响因素。结果表明,承台高度对渡槽结构的能力谱法分析结... 本文以南水北调沙河南—黄河南沙河段工程的渡槽设计方案为背景,采用SAP2000建立渡槽模型,对其进行能力谱法与时程分析法对比研究,探求能力谱法用于渡槽结构地震响应数值分析的影响因素。结果表明,承台高度对渡槽结构的能力谱法分析结果的影响不可忽略;相比于Vidic关系模型的折减方法,选用ATC-40折减方法得到的弹塑性需求谱进行能力谱法分析的误差较大;渡槽能力谱法分析结果与时程分析结果的相对误差随着槽墩高度的增加而增加。 展开更多
关键词 渡槽 能力谱法 时程分析 地震响应数值分析
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Experimental and numerical analysis of submerged floating tunnel 被引量:2
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作者 陈健云 李静 +1 位作者 孙胜男 苏志斌 《Journal of Central South University》 SCIE EI CAS 2012年第10期2949-2957,共9页
As a new type of structure which has never been built, submerged floating tunnel was studied mainly by numerical simulations. To further study the seismic response of a submerged floating tunnel, the first model exper... As a new type of structure which has never been built, submerged floating tunnel was studied mainly by numerical simulations. To further study the seismic response of a submerged floating tunnel, the first model experiment of submerged floating tunnel (SFT) under the earthquake was carried out on the unique underwater shaking table in China. The experimental results show that vertical excitation induces larger response than horizontal and different inclination degrees of the tether also cause different seismic responses. Subsequently, based on the fluid-structure interaction theory, the corresponding numerical model is established. And comparing the numerical results with the experimental results, those of shaking table test. Numerical model adopted is effective for it is shown that the numerical results are basically identical with dynamic response of SFT. 展开更多
关键词 submerged floating tunnel seismic response dynamic response shaking table test numerical simulation
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