Results 61 to 70 of about 586,100 (219)
, 1987 本文介绍一种压电式应力计,它的主要性能是:测量量程为10-1000kgf/cm~2;响应时间小于7μs;线性误差小于士1％;综合应力测量误差小于±10％,该应力计可用于测量土、岩石和混凝土介质中的动态应力 ...
张挺, 金若冰
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International Journal of Applied Linguistics, EarlyView.ABSTRACT Generative artificial intelligence (GenAI) has emerged as a powerful tool in the Informal Digital Learning of English (IDLE) environment, offering personalized, interactive, and innovative language learning experiences that may enhance learning engagement.
Jin Liu, Meilu Liu, Yuan Yao, Dechao Li
wiley +1 more source
, 2007 论证了张力腿平台（TLP）在波浪作用下发生有限振幅运动时，所受惯性力、粘性力、浮力等载荷不仅与波浪场有关，还与瞬时响应有关，是响应的非线性函数；张力腿拉力也是各自由度位移的非线性函数．所以分析唧受力时必须考虑平台的瞬时加速度、速度和位移，在瞬时位置建立运动方程．据此推导出TLP发生有限振幅运动时的外力计算公式，建立了TLP 6自由度有限振幅运动非线性控制方程．其中考虑了由6自由度有限位移引起的多种非线性因素，如各自由度之间的耦合、瞬时湿表面、瞬时位置等；还包括自由表面效应、粘性力等因素引起的非线性 ...
沈晓鹏, 曾晓辉, 吴应湘
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Synthesizing Empirical Research on Learner Metacognition in Second Language Writing
International Journal of Applied Linguistics, EarlyView.ABSTRACT Despite considerable research interest in learner metacognition in second language (L2) writing, there is not yet a review that synthesizes the existing empirical findings and discusses their implications. To fill the void, this systematic review synthesized 39 empirical studies on learner metacognition in L2 writing and examined their salient
Chen Li, Icy Lee, Zhicheng Mao
wiley +1 more source
Jianzhu Gangjiegou Jinzhan, 2018 预应力部分外包组合结构是预应力钢-混凝土组合结构的一种特殊形式,有自重轻、跨度大、截面尺寸小和节约材料等特性,能够很好地提高构件的承载力。对8根部分外包组合简支梁进行了承载力试验研究,其中包括6根预应力和2根普通部分外包组合简支梁。研究表明:横截面面积越大预应力部分外包钢的抗弯承载力越高;而且预应力部分外包组合简支梁相对与普通部分外包组合简支梁,抗弯承载力和变形能力有很大的提高。在试验研究的基础上,提出了预应力部分外包组合简支梁承载力建议计算公式 ...
邓宇, 张鹏, 张祥宁, 和真理
doaj
International Journal of Applied Linguistics, EarlyView.ABSTRACT This study examines multilingual practices in research interviews, focusing on English lexical insertions in Chinese‐language research interviews with teachers of Chinese in Australian secondary schools, and treating these code‐switches as analytically meaningful rather than incidental.
Chengwen Yuan, Tianwei Zhang, Gary Bonar
wiley +1 more source
Shiyou jixie, 2015 超高压泵头体自增强分析需要准确描述材料的硬化行为和包辛格效应。在推导出混合硬化弹塑性本构关系的基础上，将开发的子程序UMAT应用于某型超高压泵头体的液压自增强弹塑性有限元分析中。提出了以节点塑性应变增量的变化情况来判断自增强残余应力是否导致反向屈服的方法。通过分析自增强压力与自增强泵头体工作时最大等效应力的关系，得出该型泵头体的最佳自增强压力。泵头体最佳自增强压力的确定应以自增强残余应力不发生反向屈服为前提，以最大工作内压作用下等效应力峰值最小为原则。研究结果表明 ...
李宁 +4 more
doaj
, 2005 借助CDEM(continuous-baseddiscreteelementmethod)数值计算方法,数值模拟了边坡地应力模型试验。模拟边坡地应力模型试验结果表明:边坡某点的深度对地应力影响较大,随着深度的增加相应点处的竖向地应力偏离理论值越多。到了一定深度以后,这种影响明显减小。边坡角对地应力也有一定的影响,随着坡角的加大、某深度处的竖向地应力偏离理论值越厉害 ...
张俊红, 练振中
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International Journal of Applied Linguistics, EarlyView.ABSTRACT This study examines how foreign language teachers’ beliefs about the medium of instruction and translanguaging evolve over time by revisiting three in‐service teachers twelve years after their initial interviews. Using a qualitative longitudinal design, the study traces how translanguaging was initially framed as pedagogically deficient but ...
Danping Wang
wiley +1 more source
Zhongguo shiyan zhenduanxue, 2015 目的分析两种套筒冠义齿修复牙周病伴游离端缺失基牙应力分布,为牙周病牙列缺损修复方法选择提供理论依据。方法应用三维有限元方法比较分析支持型套筒冠义齿与沟槽套筒冠义齿修复牙周病伴游离端缺失基牙应力峰值及应力分布情况。结果沟槽套筒冠义齿基牙最大应力为3.05 Mpa,支持型套筒冠义齿应力峰值为3.33 Mpa,两种义齿均在远下斜向加载牙槽骨吸收达2/3时应力最大,在垂直加载牙槽骨正常时应力最小。支持型套筒冠基牙应力集中较沟槽套筒冠更偏向于牙颈部。结论沟槽套筒冠义齿基牙应力小于常规支持型套筒冠义齿 ...
王伟, 张艳, 袁琳
doaj