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Edward H. Stehmeyer III Dimitris C. Rizos 《Soil Dynamics and Earthquake Engineering》2008,28(6):468-479
This paper utilizes and expands on existing coupled BEM–FEM (finite element method) methods for the investigation of the effects of soil structure interaction (SSI) on both an un-retrofitted and seismically isolated typical bridge structure. A simple numerical model of the bridge and surrounding soil is formulated and excited by an earthquake excitation. Utilizing Newmark's β FEM solution method along with the closed form B-spline BIRF method, the structural damped period, composite damping ratio, pier relative displacement, and base shear demand are monitored. From these results, the effects of SSI on this structure are identified. Additionally, the importance of the relative rigidity between the soil-foundation system and the bridge structure is also investigated. The results of the studies indicate that the response of the complete structure system considered is affected by the inclusion of SSI effects. Furthermore, the efficiency of the isolation measures designed using fixed base conditions is decreased by considering SSI over a certain relative rigidity range that is quantified using the structure to soil-foundation natural frequency ratio. 相似文献
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隔声体的设计与效果评价对随钻声波测井仪器的研发至关重要.针对刻槽式隔声体结构,利用数值模拟的方法分析了钻铤波在其传播过程中隔声阻带形成、拓宽并达到稳定的物理过程.在此基础上优化设计并加工了一种可用于随钻声波测井实验样机的刻槽式隔声体.在实验室内利用声波频率扫描方法测量了该隔声体的钻铤波声衰减,并进一步在实验井中测试验证了隔声体在井孔中工作时的隔声效果.最后,开展了随钻测井环境下的现场实验,测到了高质量的地层波信号和对应的纵波时差.理论分析和实验对比研究结果表明,刻槽隔声体有效地降低了钻铤直达波的干扰.本文的工作为随钻声波测井刻槽式隔声体的设计及评价测试提供了一套系统的理论及实验方法. 相似文献
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形状记忆合金金属橡胶(Shape Memory Alloy Metal Rubber,SMAMR)是在金属橡胶基础上改进的一种新型减振材料,在减震(振)器发生塑性变形之后,形状记忆合金金属橡胶可以通过加热诱发金属橡胶中的形状记忆合金丝发生相变,从而达到变形自回复的目的。本文通过对8个金属橡胶试件的静力和动力压缩试验研究发现,形状记忆合金金属橡胶力学性能稳定,并且形状记忆合金金属橡胶减震(振)器的塑性变形可以通过升温进行自回复,而不需要更换新的减震设备。 相似文献
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