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机场道面地基模量K的动态识别方法 被引量:1
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作者 郑小平 王尚文 《航空学报》 EI CAS CSCD 北大核心 1992年第7期A353-A357,共5页
本文将机场道面系统抽象为粘弹性地基上4边自由矩形板模型,将理论计算的动挠度和实测动挠度相比较,建立了目标函数。在此基础上,利用最优化理论提出了一种机场道面系统地基模量K的动态识别方法,并进行了实例计算。
关键词 机场 道面 地基 模量k 动态识别
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水工沥青混凝土心墙芯样三轴试验模量系数K值偏低原因分析 被引量:2
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作者 陈卫烈 谭恺炎 《施工技术》 CAS 北大核心 2010年第S1期681-684,共4页
在已建完的沥青混凝土心墙坝中均出现沥青混凝土现场芯样三轴试验的模量系数K值偏低现象,鉴于工程验收及工程复核分析的需要,开展沥青混凝土力学性能专项试验研究,通过不同的试验途径论证了沥青混凝土与两侧过渡料的变形模量接近,其现... 在已建完的沥青混凝土心墙坝中均出现沥青混凝土现场芯样三轴试验的模量系数K值偏低现象,鉴于工程验收及工程复核分析的需要,开展沥青混凝土力学性能专项试验研究,通过不同的试验途径论证了沥青混凝土与两侧过渡料的变形模量接近,其现场芯样三轴试验的实际模量系数K值与室内成型相当,满足设计要求,并提出模量系数K值偏低的原因主要与取样时沥青混凝土未降温稳定以及取样的扰动有关。 展开更多
关键词 变形模量 模量系数k 应力 应变 三轴试验
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水工沥青混凝土心墙芯样三轴试验模量系数K值偏低原因分析
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作者 陈卫烈 谭恺炎 《水利水电施工》 2010年第2期87-90,共4页
在已建成的水电工程中用沥青混凝土作为防渗心墙的主要有三峡茅坪溪防护大坝工程及四川南垭河冶勒水电站大坝工程。在这两个工程中均出现沥青混凝土现场芯样三轴试验的模量系数K值偏低。鉴于工程验收及工程复核分析的需要,开展沥青混凝... 在已建成的水电工程中用沥青混凝土作为防渗心墙的主要有三峡茅坪溪防护大坝工程及四川南垭河冶勒水电站大坝工程。在这两个工程中均出现沥青混凝土现场芯样三轴试验的模量系数K值偏低。鉴于工程验收及工程复核分析的需要,开展沥青混凝土力学性能专项试验研究,通过不同的试验途径论证了沥青混凝土与两侧过渡料的变形模量接近,其现场芯样三轴试验的实际模量系数K值与室内成型相当,满足设计要求,并提出模量系数K值偏低的原因主要与取样时沥青混凝土未降温稳定以及取样的扰动有关。 展开更多
关键词 变形模量 模量系数k 应力应变 芯样 加载速率 三轴试验
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Modeling of Gate Tunneling Current for Nanoscale MOSFETs with High-k Gate Stacks
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作者 王伟 孙建平 顾宁 《Journal of Semiconductors》 EI CAS CSCD 北大核心 2006年第7期1170-1176,共7页
A quantum model based on solutions to the Schrodinger-Poisson equations is developed to investigate the device behavior related togate tunneling current for nanoscale MOSFETs with high-k gate stacks. This model can mo... A quantum model based on solutions to the Schrodinger-Poisson equations is developed to investigate the device behavior related togate tunneling current for nanoscale MOSFETs with high-k gate stacks. This model can model various MOS device structures with combinations of high-k dielectric materials and multilayer gate stacks,revealing quantum effects on the device performance. Comparisons are made for gate current behavior between nMOSFET and pMOSFET high- k gate stack structures. The results presented are consistent with experimental data, whereas a new finding for an optimum nitrogen content in HfSiON gate dielectric requires further experimental verifications. 展开更多
关键词 high- k gate current quantum model
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刚性铺装中的应力分析和有效k值的选取
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作者 邓显德(译) Kundan Meshram +1 位作者 H.S. Goliya Akhilesh Poddate 《低碳世界》 2014年第10X期344-346,共3页
EverFE是一个用户容易掌握的3D有限元分析工具,其可模拟无筋接缝式混凝土铺装(JPCP)系统对轴负荷和环境效应的响应。EverFE对混凝土铺装研究者以及对JPCP进行复杂非线性或简单线性应力分析的设计者均有用。可以在此工具的帮助下开发... EverFE是一个用户容易掌握的3D有限元分析工具,其可模拟无筋接缝式混凝土铺装(JPCP)系统对轴负荷和环境效应的响应。EverFE对混凝土铺装研究者以及对JPCP进行复杂非线性或简单线性应力分析的设计者均有用。可以在此工具的帮助下开发任何类型的刚性铺装模型,因为此模型就实际情况进行了考虑,所以可以获取关于刚性铺装更准确和更高级的分析。此模型也可为不同组合的碎石路基层和干贫混凝土选取有效k值。本文对两种类型的载荷进行了比较分析,即单轴载荷和双轴载荷。同样也计算了AA级载荷的边缘应力和角隅应力。还根据EverFE采用传力杆计算了力矩与剪力传递。 展开更多
关键词 边缘应力 角隅应力 路基模量(k)
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Calculation Model of Equivalent Strength for Induced Crack Based on Double-K Fracture Theory and Its Optimizing Setting in RCC Arch Dam 被引量:8
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作者 张小刚 宋玉普 吴智敏 《Transactions of Tianjin University》 EI CAS 2005年第1期59-65,共7页
By means of fracture testing on roller-compacted concrete (RCC) three-point bending beams with two different specimen sizes, the P-CMOD complete curve for RCC was gained. Furthermore, by applying double-K fracture t... By means of fracture testing on roller-compacted concrete (RCC) three-point bending beams with two different specimen sizes, the P-CMOD complete curve for RCC was gained. Furthermore, by applying double-K fracture theory, KiniⅠC,KunⅠC, as well as the critical effective crack length and the critical crack tip opening displacement, were evaluated. Based on the double-K fracture parameters above, the calculation model of equivalent strength for induced crack was established, thus the calculation method on its initiation, stable propagation and unstable fracture was ascertained. Moreover, the finite element simulation analysis of stress field in ShaPai arch dam and the on-site observational splaying points of induced crack at different altitudes validated the reliability of the model. Finally, crack inducer′s optimal setting in RCC arch dam was studied. It improves the design level of induced crack in RCC arch dam and satisfies the necessity of engineering practice. 展开更多
关键词 roller-compacted concrete (RCC) arch dam induced crack double-k fracture parameters equivalent strength calculation model optimizing setting
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Quantifying of Paraplegic Patient Facial Agitation Based on Fuzzy k-NN
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作者 Muhammad Naufal Bin Mansor Azrini Binti Idris +2 位作者 Sazali Yaacob Ramachandran Nagaraj an Hariharan Muthusamy 《Computer Technology and Application》 2011年第1期24-28,共5页
A non-specific symptom of one or more physical, or psychological processes in which screaming, shouting, complaining, moaning, cursing, pacing, fidgeting or wandering pose risk or discomfort, become disruptive or unsa... A non-specific symptom of one or more physical, or psychological processes in which screaming, shouting, complaining, moaning, cursing, pacing, fidgeting or wandering pose risk or discomfort, become disruptive or unsafe or interfere with the delivery of care are called agitation. Individuals in agitation manifest their condition through "pain behavior", which includes facial expressions. Clinicians regard the patient's facial expression as a valid indicator for pain and pain intensity. Hence, correct interpretation of the facial agitation of the patient and its correlation with pain is a fundamental step in designing an automated pain assessment system. Computer vision techniques can be used to quantify agitation in sedated patients in Intensive Care Unit (ICU). In particular, such techniques can be used to develop objective agitation measurements from patient motion. In the case of paraplegic patients, whole body movement is not available, and hence, monitoring the whole body motion is not a viable solution. Hence in this case, the author measured head motion and facial grimacing for quantifying facial patient agitation in critical care based on Fuzzy k-NN. 展开更多
关键词 AGITATION fuzzy k-NN intensive care unit (ICU) paraplegic.
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基于FWD的沥青层反算模量修正系数 被引量:7
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作者 徐艳玲 唐伯明 +1 位作者 谢国栋 陈森 《长安大学学报(自然科学版)》 EI CAS CSCD 北大核心 2012年第3期24-29,共6页
针对室内沥青混合料试验动弹模量与无损检测反算模量存在一定的差异,通过试验路的铺筑、落锤式弯沉仪(FWD)现场测试、试验路的钻芯取样、沥青混合料的旋转压实成型、室内动三轴试验、各沥青层模量的复合和试验路结构模量的反算,得到了... 针对室内沥青混合料试验动弹模量与无损检测反算模量存在一定的差异,通过试验路的铺筑、落锤式弯沉仪(FWD)现场测试、试验路的钻芯取样、沥青混合料的旋转压实成型、室内动三轴试验、各沥青层模量的复合和试验路结构模量的反算,得到了沥青混凝土层室内试验动弹模量ES与无损检测反算模量EB,并对二者试验结果处理分析,得到了沥青层反算模量修正系数K,即K=EC/EB。研究结果表明:根据K的取值可以确定现有路面实测状况下路面结构沥青层的动弹模量,更加方便路面承载能力的评定,同时也为路面加铺设计中相应的设计参数提供了依据。 展开更多
关键词 道路工程 沥青混凝土 FWD 室内试验动弹模量 无损检测反算模量 模量修正系数k 路面结构承载能力
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The Gelfand-Kirillov dimension of a unitary highest weight module 被引量:1
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作者 BAI ZhanQiang HUNZIKER Markus 《Science China Mathematics》 SCIE CSCD 2015年第12期2489-2498,共10页
During the last decade, a great deal of activity has been devoted to the calculation of the HilbertPoincar′e series of unitary highest weight representations and related modules in algebraic geometry. However,uniform... During the last decade, a great deal of activity has been devoted to the calculation of the HilbertPoincar′e series of unitary highest weight representations and related modules in algebraic geometry. However,uniform formulas remain elusive—even for more basic invariants such as the Gelfand-Kirillov dimension or the Bernstein degree, and are usually limited to families of representations in a dual pair setting. We use earlier work by Joseph to provide an elementary and intrinsic proof of a uniform formula for the Gelfand-Kirillov dimension of an arbitrary unitary highest weight module in terms of its highest weight. The formula generalizes a result of Enright and Willenbring(in the dual pair setting) and is inspired by Wang's formula for the dimension of a minimal nilpotent orbit. 展开更多
关键词 unitary highest weight module associated variety Gelfand-kirillov dimension nilpotent orbit
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