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Failure mechanism of retaining wall in earthquake and its seismic design measure

机译:地震中挡土墙的破坏机理及抗震设计措施

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The failure of retaining wall in earthquake is the main factor that aggravates the harm of mountain hazards. However, the mechanism such as structure response to seismic is not clear and can't resolute the interaction mechanism between retaining system and seismic force, thus no effective seismic measures can be used in project at present. Therefore, based on energy theory, taken the upper bound theorem as measure, the safety of retaining system is defined, and then the mechanism of input and dissipation of seismic energy is studied. Furthermore, by analyzing the wave characters of destructive earthquake, and according to the flexible retaining theory, a seismic design of retaining wall is proposed. At last, an example is given and shows the seismic behavior of common rigid retaining wall is poor and the structure fails quickly under big seismic force with specific direction. On the contrary, the new system with EPS damping layer can attenuate seismic energy well.
机译:地震中挡土墙的破坏是加剧山区灾害危害的主要因素。但是,结构对地震的反应机理尚不明确,不能使固结系统与地震力之间的相互作用机制趋于稳定,因此目前在工程中尚无有效的抗震措施。因此,基于能量理论,以上限定理为度量,定义了保持系统的安全性,然后研究了地震能量的输入和耗散机理。此外,通过分析破坏性地震的波浪特征,并根据柔性挡土理论,提出了挡土墙的抗震设计方案。最后给出一个例子,说明普通刚性挡土墙的抗震性能较差,在有特定方向的大地震力作用下,该结构很快失效。相反,带有EPS阻尼层的新系统可以很好地衰减地震能量。

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