Results 31 to 40 of about 20,406 (144)

钢侧撑韧性斜撑构材之行为与应用(Ⅰ)

open access: yesJianzhu Gangjiegou Jinzhan, 2005
韧性斜撑构材由主受力组件与侧撑组件组成,主受力组件承担轴力而侧撑组件则在防止主受力组件受压挫屈,由于主受力组件不挫屈,因此能充分发挥材料之强度与韧性,成为一高强度且具高消能容量之斜撑构材。以韧性斜撑构材作为同心斜撑构架中之斜撑构材,此同心斜撑构架即称之为韧性同心斜撑构架,此种构架具有稳定之迟滞行为与高韧性之特性,为一优良之耐震结构系统。本文叙述韧性斜撑构材与韧性同心斜撑构架之力学与耐震行为,并根据其力学与耐震行为提出建议之设计方法。本文为第一部分。
陈正诚
doaj  

Drivers of bat researchers’ intent to adopt field hygiene practices

open access: yesConservation Biology, EarlyView.
Abstract Infectious disease is a growing threat to wildlife, with zoonotic transmission most likely at the human–wildlife interface. One underappreciated activity at this interface is fieldwork with wild animals, but associated risks can be mitigated through field hygiene (FH) practices, such as using personal protective equipment and other appropriate
Joanna L. Coleman   +6 more
wiley   +1 more source

轮辐式张拉结构全封闭屋盖体系研究及受力性能分析

open access: yesJianzhu Gangjiegou Jinzhan, 2017
轮辐式张拉结构自重轻、造型优美,同时能够和建筑功能及建筑造型完美结合,深受建筑师的喜爱。该结构体系源自于自行车轮辐条结构,内拉环和外压环通过径向索连接,形成自平衡受力体系。对轮辐式张拉结构的体系演变进行了研究,并分析了轮辐式张拉结构的力学特性和受力原理。根据受力形式将全封闭体系分为连贯一体型和叠合受力型。同时研究了全封闭轮辐式张拉结构体系可能实现的结构形式,并对各结构形式的受力性能进行了分析。
张月强
doaj  

Transitioning From L1 Medium of Instruction to L2 English Medium Instruction: The Role of Translanguaging in Contributing to EFL Students’ Language Learning Motivation

open access: yesInternational Journal of Applied Linguistics, EarlyView.
ABSTRACT Research on English‐Medium‐Instruction (EMI) highlights inadequate support for students transitioning from L1‐medium‐instruction to EMI. To date, little research has focused on how L2 students’ adaptation to an EMI environment influences their L2 learning motivation (LLM).
Kevin W. H. Tai
wiley   +1 more source

高层混合结构中楼盖刚度对结构受力性能的影响分析

open access: yesJianzhu Gangjiegou Jinzhan, 2006
通过楼板将两种变形特性完全不同的结构体系连接而成混合结构,在受力性能上与框架结构、筒体结构既具有一定的联系,又有本质的区别。本文以一30层外部为钢框架、内部为混凝土核心筒组成的混合结构为例,采用通用有限元程序SAP2000分别计算了钢框架结构、混凝土筒体结构及混合结构,比较了三种结构体系的受力性能;通过调整楼板型式和板厚,探讨了楼板刚度对混合结构受力性能的影响。结果表明,采用混合结构使得结构变形、内力沿高度方向趋于均匀,受力性能得以改善;采用梁板体系能有效地减轻剪力滞后;随着楼板刚度的增加 ...
沈蒲生, 孟焕陵
doaj  

From Clueless to Confident: How ChatGPT Transforms Academic Writing in Chinese as a Second Language

open access: yesInternational Journal of Applied Linguistics, EarlyView.
ABSTRACT Generative artificial intelligence (GenAI) has demonstrated its potential to enhance the quality of second‐language (L2) academic writing. This study used a qualitative approach comprising analysis of ChatGPT usage‐history screenshots, written assignments, and semi‐structured interview data on students’ use of GenAI in their L2 Chinese ...
Lanfang Sun   +4 more
wiley   +1 more source

混合结构T形墙梁半刚接耗能节点的非线性有限元分析

open access: yesJianzhu Gangjiegou Jinzhan, 2014
采用有限元方法对3个混合结构T形新型墙梁半刚接耗能节点的构造及受力性能进行了分析,并与试验结果进行了比较。揭示了新型全栓接半刚性节点弯矩-转角关系、承载力、延性、耗能能力等力学性能。分析结果表明:通过合理选择有限元分析数值模型,可较好地预测该新型节点的受力性能,为今后进行数值、试验和分析影响因素奠定了基础;通过拆换该节点的顶、底角钢来满足"中震可修"的抗震性能目标;解决了墙梁刚性节点施工中的困难,完全避免了现场焊接,具有低碳和环保的优点。
徐斌   +5 more
doaj  

重力-抗侧力可分钢框架体系受力性能分析

open access: yesJianzhu Gangjiegou Jinzhan, 2020
为研究重力-抗侧力可分钢框架体系的受力性能,以某个实际工程为建筑方案,利用ETABS和PKPM软件建立了15层的重力-抗侧力可分钢框架体系和刚接钢框架体系的结构模型,在地震作用下对2种体系进行弹性和弹塑性分析。经过对比分析后得到了以下结论:在用钢量基本相同的情况下,重力-抗侧力可分钢框架体系的抗侧刚度和结构性能与刚接钢框架体系的抗侧刚度和结构性能相近;重力-抗侧力可分钢框架体系的抗弯框架受力充分,塑性铰较少,能够更好地耗散地震能量;重力-抗侧力可分钢框架体系内侧梁柱的截面较小 ...
张爱林   +4 more
doaj  

Perceptions and Acceptance of Generative Artificial Intelligence Influencing Chinese EFL Learners’ Engagement in Informal Digital Learning of English: Mediating Roles of Self‐Efficacy and Motivation

open access: yesInternational 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

提高ZnO压敏电阻片能量耐受能力的方法与途径

open access: yesDianci bileiqi, 1998
综述了近来国内外提高ZnO压敏电阻片能量耐受能力的方法和途径,其中改善ZnO电阻片的结构均匀性和成分均匀性是提高能量耐受能力的关键,电流密度分布的均匀性有一定影响。因此,为了改善结构均匀性和成分均匀性,必须开展粉料和浆料制备技术的深入细致的研究工作。
李建英, 胡楠, 李盛涛, 刘辅宜
doaj  

Home - About - Disclaimer - Privacy