期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
语言原型-模型视域下英汉名词不对称状标记性构式认知对比及习得研究 被引量:4
1
作者 成汹涌 《外语研究》 CSSCI 北大核心 2021年第1期29-35,41,共8页
本文从语言原型-模型视角对比分析英汉名词标记的建构特征及习得规律。研究发现:(1)英语类名词单复有别,单形意义普通,构式简单,不带标记,复形强调量“多”,构式复杂,带标记。英语集合、物质、抽象等名词的数范畴难以在词形上甄别单复,... 本文从语言原型-模型视角对比分析英汉名词标记的建构特征及习得规律。研究发现:(1)英语类名词单复有别,单形意义普通,构式简单,不带标记,复形强调量“多”,构式复杂,带标记。英语集合、物质、抽象等名词的数范畴难以在词形上甄别单复,常出现可数与不可数逆转现象。英语专有名词不可数,不带标记。汉语名词无形态变化,复念藉由语境和“们”缀构式体现。“们”缀表复念,与光杆名词形成对立状,前者带标记,后者无标记。(2)英汉性别对立名词标记构式大同小异,阳性词无标记,意义中性,阴性词带标记,意义仅指女性。英汉性别对立词不对称现象体现出女性在男权社会中受歧视而长期处于附庸和受支配地位。 展开更多
关键词 原型-模型 名词 标记性 不对称状 语言性别歧视
在线阅读 下载PDF
运营隧道原型-模型衬砌应力理论模型及应用
2
作者 陶永虎 饶军应 +2 位作者 熊鹏 聂崇欣 谢财进 《西安理工大学学报》 CAS 北大核心 2021年第3期423-432,共10页
为研究运营隧道原型与模型应力关系,视隧道衬砌为薄板结构,通过复变函数保角代换计算连拱隧道衬砌应力,基于相似理论原理建立原型-模型衬砌应力理论分析模型,结合模型化简、误差分析对其进行优化及合理性验证。研究表明:原型-模型衬砌... 为研究运营隧道原型与模型应力关系,视隧道衬砌为薄板结构,通过复变函数保角代换计算连拱隧道衬砌应力,基于相似理论原理建立原型-模型衬砌应力理论分析模型,结合模型化简、误差分析对其进行优化及合理性验证。研究表明:原型-模型衬砌应力理论表达式相差一个常数,此常数可通过相似条件、围岩物理力学性质及边界条件给出;经保角变换及模型化简,可间接给出复杂连拱隧道三个方向的衬砌应力,后由坐标转换给出θ→0和β→0、θ→π和β→π、θ→π/2和β→π/2等高应力区原型-模型衬砌应力的理论关系;经分析,原型与模型衬砌应力实测值、实测值、理论值均随时间增加,且变化趋势一致,最大误差约为5.02%;经应力反演,理论值与实测值较为接近,可实时掌握隧道衬砌应力大小及变化趋势,为后期运营监测提供理论依据。 展开更多
关键词 运营隧道 原型-模型 衬砌应力 理论模型 误差分析 应力反演
在线阅读 下载PDF
Dynamic analysis and nonlinear identification of space deployable structure 被引量:1
3
作者 郭宏伟 刘荣强 邓宗全 《Journal of Central South University》 SCIE EI CAS 2013年第5期1204-1213,共10页
The dynamic equivalent continuum modeling method of the mast which is based on energy equivalency principle was investigated. And three kinds of mast dynamic model were established, which were equivalent continuum mod... The dynamic equivalent continuum modeling method of the mast which is based on energy equivalency principle was investigated. And three kinds of mast dynamic model were established, which were equivalent continuum model, finite element model and simulation model, respectively. The mast frequencies and mode shapes were calculated by these models and compared with each other. The error between the equivalent continuum model and the finite element model is less than 5% when the mast length is longer. Dynamic responses of the mast with different lengths are tested, the mode frequencies and mode shapes are compared with finite element model. The mode shapes match well with each other, while the frequencies tested by experiments are lower than the results of the finite element model, which reflects the joints lower the mast stiffness. The nonlinear dynamic characteristics are presented in the dynamic responses of the mast under different excitation force levels. The joint nonlinearities in the deployable mast are identified as nonlinear hysteresis contributed by the coulomb friction which soften the mast stiffness and lower the mast frequencies. 展开更多
关键词 deployable structure finite element model equivalent continuum model NONLINEAR dynamic analysis
在线阅读 下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部