首页> 外文期刊>Journal of Asian architecture and building engineering >Discussion of 'Analysis of Nonlinear Soil Behavior under Vertically Loaded Steel Plate Considering Local Shear Failure of Soil' by Qunli Chen, Ting Xu and Koji Tominaga
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Discussion of 'Analysis of Nonlinear Soil Behavior under Vertically Loaded Steel Plate Considering Local Shear Failure of Soil' by Qunli Chen, Ting Xu and Koji Tominaga

机译:陈群力,徐挺,富永康治对“考虑土的局部剪切破坏的垂直荷载钢板非线性土性分析”的讨论

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摘要

The authors created a hybrid analysis model with nonlinear discrete springs on an elastic half space in order to evaluate the nonlinear bearing behavior of soils. It is appreciated that their simulations realized the nonlinear behaviors to some extent. However, the discusser would like to discuss the following points in order to understand the research results more clearly.
机译:作者创建了一个在弹性半空间上具有非线性离散弹簧的混合分析模型,以评估土壤的非线性承载特性。可以理解,他们的仿真在某种程度上实现了非线性行为。但是,讨论者希望讨论以下几点,以便更清楚地了解研究结果。

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