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判断题 Winkler地基梁假定压力与地基沉降量成正比. ()
学科：基础工程2022-2023第二学期
时间：2023-05-13 13:33:06
题目1单选题
对短梁(Winkler地基),其基底反力为( )A. 0B. 均匀分布C. 线性分布D. 非线性分布
题目2单选题
弹性半无限空间地基模型适于模拟持力层( ) 的地基A. 厚度较大,强度较低B. 厚度较大,强度较高C. 厚度较小,强度较低D. 厚度较小,强度较高
题目3单选题
与Winkler地基梁相比,倒梁法无法满足( )A. 上部结构的平衡条件B. 基础的平衡条件C. 上部结构和地基间的变形协调条件D. 基础和地基间的变形协调条件
题目4多选题
以下考虑地基与基础变形协调作用的计算方法()A. Winkler地基梁模型B. 弹性半无限空间地基模型C. 简化计算法D. 倒梁法
题目5判断题
Winkler地基梁假定压力与地基沉降量成正比. ()题目6单选题
For short beams (Winkler foundation), the base reaction is ().对短梁(Winkler地基),其基底反力为( )A. 0B. uniform distribution均匀分布C. linear distribution线性分布D. nonlinear distribution非线性分布
题目7单选题
The elastic semi infinite space foundation model is suitable for simulating the foundation of bearing stratum ()弹性半无限空间地基模型适于模拟持力层( ) 的地基A. Large thickness and low strength 厚度较大,强度较低B. Large thickness and high strength厚度较大,强度较高C. small thickness and low strength厚度较小,强度较低D. small thickness and low strength厚度较小,强度较高
题目8单选题
Compared with Winkler ground beam, the inverted beam method cannot meet 与Winkler地基梁相比,倒梁法无法满足( )A. Balance conditions of superstructure上部结构的平衡条件B. Balance conditions of foundation基础的平衡条件C. Deformation compatibility conditions between superstructure and ground上部结构和地基间的变形协调条件D. Deformation compatibility conditions between ground and foundation基础和地基间的变形协调条件
题目9多选题
The following calculation method takes into account the coordinated effect of foundation and foundation deformation以下考虑地基与基础变形协调作用的计算方法()A. Winkler ground beam modelWinkler地基梁模型B. Elastic semi infinite space foundation model弹性半无限空间地基模型C. Simplified calculation method简化计算法D. invert beam method倒梁法
题目10判断题
Assumed pressure of Winkler foundation beam is proportional to foundation settlementWinkler地基梁假定压力与地基沉降量成正比. ()