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Study on Acoustically Transparent Test Section of Aeroacoustic Wind Tunnel
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作者 Jinlei Lv Ning Wang +2 位作者 Daxiong Liao Yongsheng Yu Xinglong Gao 《Journal of Applied Mathematics and Physics》 2018年第1期1-10,共10页
On the purpose of accurate data acquisition for the aeroacoustic testing mostly in open jet test section of aeroacoustic wind tunnel, the large scale anechoic chamber is specifically designed to build the low backgrou... On the purpose of accurate data acquisition for the aeroacoustic testing mostly in open jet test section of aeroacoustic wind tunnel, the large scale anechoic chamber is specifically designed to build the low background noise environment. A newly acoustic test section is presented in this paper, of which the contour is similar as the closed test section, and the wall is fabricated by the fiber fabric, both the characteristics of closed and open jet test section of conventional wind tunnel are combined in it. By thoroughly researching on the acoustics and aerodynamics of this acoustically transparent test section, significant progress in reducing the background noises in test section and improving the ratio of energy of the wind tunnel and some other aspects have been achieved. Acoustically transparent test section behaves better in acoustics and aerodynamics than conventional acoustic test section because of their high definition in detecting the sound sources and great performance in transmitting sounds. 展开更多
关键词 AEROACOUSTIC Experiment SOUND TRANSPARENT PROPERTY Acoustic test section Low BACKGROUND Noise SOUND Identification
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Drop test and crash simulation of a civil airplane fuselage section 被引量:18
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作者 Liu Xiaochuan Guo Jun +2 位作者 Bai Chunyu Sun Xiasheng Mou Rangke 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2015年第2期447-456,共10页
Crashworthiness of a civil airplane fuselage section was studied in this paper. Firstly, the failure criterion of a rivet was studied by test, showing that the ultimate tension and shear failure loads were obviously a... Crashworthiness of a civil airplane fuselage section was studied in this paper. Firstly, the failure criterion of a rivet was studied by test, showing that the ultimate tension and shear failure loads were obviously affected by the loading speed. The relations between the loading speed and the average ultimate shear, tension loads were expressed by two logarithmic functions, Then, a vertical drop test of a civil airplane fuselage section was conducted with an actual impact velocity of 6.85 m/s, meanwhile the deformation of cabin frame and the accelerations at typical locations were measured. The finite element model of a main fuselage structure was developed and validated by modal test, and the error between the calculated frequencies and the test ones of the first four modes were less than 5%. Numerical simulation of the drop test was performed by using the LS-DYNA code and the simulation results show a good agreement with that of drop test. Deforming mode of the analysis was the same as the drop test; the maximum average rigid acceleration in test was 8.8 l g while the calculated one was 9.17g, with an error of 4.1%; average maximum test deformation at four points on the front cabin floor was 420 mm, while the calculated one was 406 mm, with an error of 3.2%; the peak value of the calculated acceleration at a typical location was 14.72g, which is lower than the test result by 5.46%; the calculated rebound velocity result was greater than the test result 17.8% and energy absorption duration was longer than the test result by 5.73%. 展开更多
关键词 Civil airplane Drop test Finite element method Fuselage section Rivet failure
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Testing for Cross-Sectional Dependence in a RandomEffects Model
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作者 Afees Salisu Sam Olofin Eugene Kouassi 《Open Journal of Statistics》 2012年第1期88-97,共10页
This paper extends and generalizes the works of [1,2] to allow for cross-sectional dependence in the context of a two-way error components model and consequently develops LM test. The cross-sectional dependence follow... This paper extends and generalizes the works of [1,2] to allow for cross-sectional dependence in the context of a two-way error components model and consequently develops LM test. The cross-sectional dependence follows the first order spatial autoregressive error (SAE) process and is imposed on the remainder disturbances. It is important to note that this paper does not consider alternative forms of spatial lag dependence other than SAE. It also does not allow for endogeneity of the regressors and requires the normality assumption to derive the LM test. 展开更多
关键词 CROSS-sectionAL DEPENDENCE Error Components MODEL LAGRANGIAN MULTIPLIER (LM) tests
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黄土隧道洞口段动力响应振动台试验研究
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作者 胡文阁 姚辉 +2 位作者 付琪 冯勇 王丽丽 《地震工程学报》 北大核心 2026年第1期187-196,共10页
基于振动台试验,结合Arias强度与小波包能量谱等多指标分析,揭示黄土隧道洞口段的地震动损伤机理与破坏规律。研究结果表明,隧道洞口段为典型的能量集中与损伤薄弱区,具体表现为拱顶进深3.8 d~5.2d(d为单倍隧道洞径)、洞门区及仰拱进深1... 基于振动台试验,结合Arias强度与小波包能量谱等多指标分析,揭示黄土隧道洞口段的地震动损伤机理与破坏规律。研究结果表明,隧道洞口段为典型的能量集中与损伤薄弱区,具体表现为拱顶进深3.8 d~5.2d(d为单倍隧道洞径)、洞门区及仰拱进深1.5 d~3d范围,在Arias强度云图中显示为高强度区,易发生拱顶塌陷、水平变形或仰拱隆起等破坏,且损伤演化过程呈现明显的阶段性特征。当结构进入不可逆塑性损伤阶段时,Arias强度出现空间突变与数值陡增,同时小波包能量谱中的低频能量(E1)占比显著上升,表明低频能量在结构破坏中起主导作用,且隧道洞口段存在显著的地震动放大效应。此外,隧道结构与周围土体之间存在复杂的相互作用。隧道刚度会改变邻近土体的动力响应和应力场,但其约束效应随土体损伤累积而逐渐减弱,从而加剧动力失稳。研究结论可为隧道洞口段的抗震设计,特别是刚度过渡区处理和频域设计准则的制定提供重要依据。 展开更多
关键词 黄土隧道 洞口段 振动台试验 动力响应 地震波
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A numerical optimization of high altitude testing facility for wind tunnel experiments 被引量:12
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作者 J.Bruce Ralphin Rose G.R.Jinu C.J.Brindha 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2015年第3期636-648,共13页
Abstract High altitude test facilities are required to test the high area ratio nozzles operating at the upper stages of rocket in the nozzle full flow conditions. It is typically achieved by creating the ambient pres... Abstract High altitude test facilities are required to test the high area ratio nozzles operating at the upper stages of rocket in the nozzle full flow conditions. It is typically achieved by creating the ambient pressure equal or less than the nozzle exit pressure. On average, air/GN2 is used as active gas for ejector system that is stored in the high pressure cylinders. The wind tunnel facilities are used for conducting aerodynamic simulation experiments at/under various flow velocities and operating conditions. However, constructing both of these facilities require more laboratory space and expensive instruments. Because of this demerit, a novel scheme is implemented for conducting wind tunnel experiments by using the existing infrastructure available in the high altitude testing (HAT) facility. This article presents the details about the methods implemented for suitably modifying the sub-scale HAT facility to conduct wind tunnel experiments. Hence, the design of nozzle for required area ratio A/A*, realization of test section and the optimized configuration are focused in the present analysis. Specific insights into various rocket models including high thrust cryogenic engines and their holding mechanisms to conduct wind tunnel experiments in the HAT facility are analyzed. A detailed CFD analysis is done to propose this conversion without affecting the existing functional requirements of the HAT facility. 展开更多
关键词 CFD Enclosed free-jet section Ground testing High altitude testing (HAT)facility OPTIMIZATION
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CONTOUR DESIGN AND PRACTICE FOR A LOW RADAR CROSS SECTION VEHICLE
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作者 Zhang Zhongan Wang Lue(Research Institute of Pilotless Aircraft, Nanjing University of Aeronautics and Astronautics, Nanjing, China, 210016) 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 1996年第1期43-47,共5页
On the basis of the canard configuration a contour stealth design including chiefly the wing, the fuselage and their connection type is projected. The prime project of a blended wing body vehicle with canard is provid... On the basis of the canard configuration a contour stealth design including chiefly the wing, the fuselage and their connection type is projected. The prime project of a blended wing body vehicle with canard is provided and through the change of the fuselage head form and the different fin disposals, the radar cross section (RCS) is optimized. The average value of RCS and the value of RCS in the ± 45 ° front sector for different designs are illustrated. The model measurement proves that the project having a sharp head fuselage and 30 ° angle double fin has the minimum value of RCS. The wind tunnel test to the model with RCS optimized proved that the vehicle project has excellent aerodynamic characteristics such as high lift curve slope, up to 26° stalling angle, high lift / drag ratio equal to 8, and also has low RCS value in the front sector and in the lateral sector. 展开更多
关键词 aircraft design electromagnetic scattering wind tunnel tests radar cross section
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箱型浮式防波堤的波浪消减性能分析研究 被引量:1
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作者 马玉祥 田世豪 董国海 《哈尔滨工程大学学报》 北大核心 2025年第1期46-55,共10页
为了综合比选现有箱型浮式防波堤、分析其截面的改进设计方向,本文总结了目前提出的箱型浮式防波堤的截面型式,并收集对应的物理模型试验结果对其波浪消减性能进行了分析。通过引入无量纲参数β,对各类浮堤的消波特性进行讨论,得到了不... 为了综合比选现有箱型浮式防波堤、分析其截面的改进设计方向,本文总结了目前提出的箱型浮式防波堤的截面型式,并收集对应的物理模型试验结果对其波浪消减性能进行了分析。通过引入无量纲参数β,对各类浮堤的消波特性进行讨论,得到了不同截面型式浮式防波堤的消浪性能边界。结果表明:当入射波周期小于9 s时,各类浮堤的透射系数可达到0.5以下;当大于9 s时,浮堤的消浪能力大幅下降,透射系数集中在0.8~1.0。在此基础上,总结了3种改进浮式防波堤截面的途径,建议优选组合异形截面并添设消波模块。 展开更多
关键词 浮式防波堤 消波特性 物理模型试验 截面型式 消波模块 消波评价参数 截面设计 透射系数
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维持性血液透析患者计时站立行走测试时间延长的影响因素分析 被引量:1
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作者 张晓 张伟 +3 位作者 王尊理 温暖 刘聪慧 李忠心 《首都医科大学学报》 北大核心 2025年第1期130-135,共6页
目的探讨维持性血液透析(maintenance hemodialysis,MHD)患者计时站立行走测试(time up and go test,TUG)时间延长的影响因素。方法采用横断面调查法,选取2023年6月1日至2024年1月31日于首都医科大学附属北京潞河医院规律血液透析、数... 目的探讨维持性血液透析(maintenance hemodialysis,MHD)患者计时站立行走测试(time up and go test,TUG)时间延长的影响因素。方法采用横断面调查法,选取2023年6月1日至2024年1月31日于首都医科大学附属北京潞河医院规律血液透析、数据完整且可配合的患者,分别采用简易精神状态检查表(Minimum Mental State Examination,MMSE)、5次起坐试验(5 times sit to stand,STS-5)、TUG量表评估患者认知功能、下肢肌肉力量、平衡及步态功能;根据TUG结果进行分组,即TUG≤12 s,判定为TUG正常组;TUG>12 s判定为TUG延长组,采用多因素Logistic回归法分析患者TUG延长组的影响因素,以受试者工作特征(receiver operating characteristic,ROC)曲线分析影响因素对TUG延长患者的预测价值。结果本研究共纳入146例MHD患者,TUG延长组86例,TUG正常组60例,两组的性别、年龄、合并高血压、合并糖尿病、血糖、教育水平、MMSE评分、C反应蛋白、血白蛋白、血肌酐、血钠、全段甲状旁腺素、低密度脂蛋白胆固醇、血尿酸、STS-5、单次尿素氮清除指数(urea clearance index,Kt/V)差异具有统计学意义(P<0.05);进一步行多因素Logistic回归分析显示,高龄、女性、低MMSE评分、低Kt/V以及STS-5时间延长是发生TUG延长的独立危险因素(P<0.05);ROC曲线显示,年龄、性别、MMSE总分、STS-5时间预测MHD患者发生TUG延长的曲线下面积(area under the curve,AUC)分别为0.825、0.678、0.777、0.836(P<0.01),具有较高的预测价值,Kt/V预测患者发生TUG延长的AUC为0.602(P=0.037),有一定的预测价值;以上5项指标作为整体模型预测MHD患者发生TUG延长的AUC为0.923(P<0.01)结论MHD患者的年龄、性别、MMSE评分、STS-5时间延长、Kt/V的水平与合并TUG延长相关,是发生TUG延长的独立危险因素,可能成为预测TUG延长的生物学指标。 展开更多
关键词 维持性血液透析 计时站立行走测试 认知 横断面研究
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Experimental Study on Shear Mechanical Properties and Section Morphology of Coal Samples
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作者 Sihao Huang Tingkan Lu Baohua Guo 《World Journal of Engineering and Technology》 2023年第2期335-352,共18页
The mechanical properties of rocks under cyclic and dynamic loading are important research topics for solving the structural stability of large engineering rocks. As underground mining in coal mines goes deeper, groun... The mechanical properties of rocks under cyclic and dynamic loading are important research topics for solving the structural stability of large engineering rocks. As underground mining in coal mines goes deeper, ground stresses are increasing and instability damage of coal rocks by shear loading is frequent. Therefore, in order to investigate the shear mechanical properties and section morphological characteristics of intact coal samples in the direct shear test, the RDS-200 rock direct shear instrument was used to carry out direct shear tests on intact coal samples under different normal stresses, and the shear section was scanned for three-dimensional morphology. The results show that: 1) from the strength characteristics, the peak shear strength of the coal samples increased linearly with increasing normal stress, and the residual shear strength increased logarithmically. 2) In terms of deformation characteristics, the peak shear displacement of the coal sample increases linearly with increasing normal stress, the pre-peak shear stiffness increases logarithmically, and the residual normal displacement decreases linearly. 3) From the morphological characteristics of the shear surface, with the increase of normal stress, the section transitions from high-order undulating to flattening type. The maximum height of the fracture surface profile and kurtosis coefficient of the shear section decreased linearly, and the profile area ratio and root mean square of slope decreased as a power function, i.e. the higher the normal stress, the smaller the undulation of the section, the sharpness of the roughness shape and the roughness coefficient JRC, and the flatter and smoother the section. The findings of this study can help to provide some reference for the evaluation of shear instability occurring in coal bodies under different normal stresses. 展开更多
关键词 COAL Shear test Normal Stress Shear section Three-Dimensional Morphology
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RCS SCALE-MODEL-TESTING METHOD BY VARIANCE IN THE SIZE FOR SIMPLY SHAPED SCATTERERS
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作者 刘宏伟 时振栋 唐璞 《Journal of Electronics(China)》 1995年第2期177-180,共4页
t According to a general representation of physical scale factor of RCS for variance in the size of simply shaped scatterers, a novel RCS model-testing method is described. The computed results of the prototype scatte... t According to a general representation of physical scale factor of RCS for variance in the size of simply shaped scatterers, a novel RCS model-testing method is described. The computed results of the prototype scatterers by this method from the model-testing agree well with their measured values both for two kinds of simply shaped scatterers, cylinders and ladder-shaped plates. 展开更多
关键词 Radar-cross-section(RCS) Model-testing Scale factor Physical-optic approximation
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桩-震陷土层耦合作用下变截面单桩动力响应 被引量:1
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作者 冯忠居 王逸然 +3 位作者 蔡杰 张聪 朱继新 孟莹莹 《振动工程学报》 北大核心 2025年第1期162-171,共10页
为研究不同类型地震波作用下大直径变截面钢管混凝土复合单桩的动力响应规律,依托厦门第二东通道翔安大桥工程,通过室内振动台试验,选取地震动强度为0.15g的5010波、1004波、Kobe波及El‐Centro波,研究大直径变截面钢管混凝土复合单桩... 为研究不同类型地震波作用下大直径变截面钢管混凝土复合单桩的动力响应规律,依托厦门第二东通道翔安大桥工程,通过室内振动台试验,选取地震动强度为0.15g的5010波、1004波、Kobe波及El‐Centro波,研究大直径变截面钢管混凝土复合单桩的桩身加速度、水平位移、弯矩及桩基损伤等变化规律。试验结果表明:不同类型地震波由于其频谱特性不同,大直径变截面钢管混凝土复合单桩的动力响应特性存在差异;桩顶加速度最大值、桩顶水平位移最大值、桩身弯矩最大值均在1004波作用下最大,在Kobe波作用下最小;桩身弯矩最大值均未超过桩基设计抗弯承载力;在地震力的作用下对桩基础的抗弯承载能力进行设计时,应重点考虑软硬土层的分界面处抗弯能力。 展开更多
关键词 大直径变截面桩 振动台试验 震陷场地 动力响应
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Semi-Industrial Test of Underground Coal Gasification In Well No.2 in Xinhe, Xuzhou
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作者 杨兰和 《International Journal of Mining Science and Technology》 SCIE EI 1999年第2期172-175,共4页
The necessity of underground coal gasification is explained. The condition,technology character,and process of the semi-industrial test of underground coal gasification in well No. 2 at Xinhe, Xuzhou,are introduced. T... The necessity of underground coal gasification is explained. The condition,technology character,and process of the semi-industrial test of underground coal gasification in well No. 2 at Xinhe, Xuzhou,are introduced. The test results indicate that the technique of long tunnel,large sectiou,two stage underground coal gasification can obtain a large output of coal gas with a high heat value, making the working process stable. So the feasibility of the new techuology is verified. It can be concluded that there will have a good application prospect of the technique in China. 展开更多
关键词 UNDERGROUND COAL GASIFICATION semi-industrial test technology long tuunel large section two stage XUZHOU Xinhe
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不同厚度液化土层大直径变截面六桩基础振动台模型试验研究 被引量:2
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作者 冯忠居 李元鹏 +4 位作者 王伟 张聪 李宗海 赵瑞欣 王思琦 《振动工程学报》 北大核心 2025年第3期595-603,共9页
为研究不同厚度液化土层大直径变截面六桩基础动力响应特性,依托厦门第二东通道翔安大桥实体工程,通过室内振动台模型试验,选取地震动强度分别为0.15g、0.25g、0.35g、0.45g的5010波,开展液化土层厚度分别为30、40、50 cm时饱和砂土孔... 为研究不同厚度液化土层大直径变截面六桩基础动力响应特性,依托厦门第二东通道翔安大桥实体工程,通过室内振动台模型试验,选取地震动强度分别为0.15g、0.25g、0.35g、0.45g的5010波,开展液化土层厚度分别为30、40、50 cm时饱和砂土孔压比、大直径变截面六桩基础的桩身加速度、桩身弯矩、桩顶水平位移的动力特性研究。结果表明:不同饱和砂土层厚度下,大直径变截面六桩基础的桩身加速度及弯矩在变截面和土层分界面处发生突变;同一土层厚度下,随着地震动强度从0.15g增大到0.45g,饱和砂土孔压比、六桩基础的桩身加速度、桩顶水平位移、桩身弯矩均增大;0.15g地震动强度下,随着饱和砂土层厚度增大,饱和砂土孔压比稳定值减小,但六桩基础的桩顶水平位移、桩身加速度及弯矩峰值均逐渐增大且增幅变大。建议在液化场地大直径变截面桩基础设计时,应特别考虑大直径变截面六桩基础在不同液化土层厚度下的动力响应差异,并注重变截面和土层分界面的抗弯性能,以保证六桩基础的抗震性能。 展开更多
关键词 桩基 大直径变截面六桩 振动台试验 动力响应 饱和砂土
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DTM-50端子线缆电磁脉冲压接工艺研究
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作者 于海平 侯爽 +1 位作者 丛兰军 李昊桦 《航空制造技术》 北大核心 2025年第13期14-21,共8页
为了提高传统机械压接端子线缆的接头强度,同时减小电阻,对DTM-50端子线缆电磁脉冲压接工艺展开试验研究,重点考核了机械性能、电气性能和截面形貌等指标。结果表明,随着放电电压的升高,电磁脉冲压接接头的径向变形量和拉脱力增加,接头... 为了提高传统机械压接端子线缆的接头强度,同时减小电阻,对DTM-50端子线缆电磁脉冲压接工艺展开试验研究,重点考核了机械性能、电气性能和截面形貌等指标。结果表明,随着放电电压的升高,电磁脉冲压接接头的径向变形量和拉脱力增加,接头电阻减小,且变化趋势会随着线缆内部间隙逐渐填满而趋于稳定。以传统机械压接接头性能为对比基准,电磁脉冲压接的放电电压工艺窗口为8~10 kV,对应的放电能量为9.73~15.20 kJ。其中,9 kV为最优工艺参数,此时电磁脉冲压接拉脱力较传统压接提高150%,接触电阻减小50%。 展开更多
关键词 DTM-50端子 电磁脉冲压接 拉脱试验 电阻测试 截面分析
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矩形截面高层建筑风荷载体型系数风洞试验研究
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作者 全涌 朱之昊 张正维 《建筑结构》 北大核心 2025年第20期127-133,共7页
矩形截面高层建筑是最为常见的高层建筑形式之一,中国规范对其风荷载体型系数给出了便于使用的数值,但目前的取值并未达到安全性与经济性兼顾的目标。利用自行设计的模块化拼装模型系统拼装了33种不同高宽比和厚宽比工况的矩形截面模型... 矩形截面高层建筑是最为常见的高层建筑形式之一,中国规范对其风荷载体型系数给出了便于使用的数值,但目前的取值并未达到安全性与经济性兼顾的目标。利用自行设计的模块化拼装模型系统拼装了33种不同高宽比和厚宽比工况的矩形截面模型,通过刚性模型测压风洞试验,探究了B类地貌下风荷载体型系数随不同工况的变化规律,并与现行规范取值进行对比。研究结果表明:矩形截面高层建筑顺风向整体风荷载体型系数试验结果与规范的变化趋势大体一致,但数值上存在一定偏差,在厚宽比小于1时规范取值偏于危险,大于1时则偏于保守;侧风面风荷载体型系数试验结果与规范存在显著差距,在厚宽比小于2.5时规范取值偏于危险,大于2.5时则偏于保守。给出了以高宽比和厚宽比为变量拟合得到的矩形截面高层建筑风荷载体型系数经验公式,可供工程应用及规范修订参考。 展开更多
关键词 风洞试验 矩形截面 高层建筑 风荷载体型系数 高宽比 厚宽比
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多年冻土区路桥过渡段桩基础水平冻胀特性室内试验研究
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作者 郭春香 卢高凯 +2 位作者 刘涛 周亚龙 晏昌 《公路交通科技》 北大核心 2025年第11期71-80,共10页
【目标】明确多年冻土区路桥过渡段桩基础的水平冻胀特性,探究青藏铁路格拉段因斜坡地质与高含水率耦合引发的工程病害机理,为工程安全提供理论支撑。【方法】自制冻土-斜坡桩室内模型试验系统,以该区域含细粒砂土为试验土样,设置15%,10... 【目标】明确多年冻土区路桥过渡段桩基础的水平冻胀特性,探究青藏铁路格拉段因斜坡地质与高含水率耦合引发的工程病害机理,为工程安全提供理论支撑。【方法】自制冻土-斜坡桩室内模型试验系统,以该区域含细粒砂土为试验土样,设置15%,10%两种含水率工况,对路桥过渡段桩基础开展3个周期冻融循环试验,监测桩侧土体温度、桩顶位移及桩身内力变化并分析作用机理。【结果】地基土融化状态下桩顶水平位移接近0,冻结时桩顶水平与竖向位移量级相当且均呈正弦变化(与环境温度同频),15%含水率土体桩顶最大水平位移约为10%含水率的2.6倍;桩身弯矩随温度降低而增大,寒季(试验第15 d,对应实际工程1~3月)达峰值,15%含水率土体桩身最大弯矩22.75 kN·m,计算得最大正应力0.86 MPa,未超过C35混凝土抗拉强度标准值(2.2 MPa)。【结论】地基土水平冻胀对多年冻土区路桥过渡段桩基础稳定性影响不可忽视,土体含水率是调控冻胀效应的关键因素,工程中需采用排水、换填等措施降低土体冻胀性,同时重点关注寒季桩身弯矩变化,以保障上部结构安全。 展开更多
关键词 道路工程 路桥过渡段 室内试验 桩基础 多年冻土区
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六边形断面超高层建筑风荷载研究 被引量:2
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作者 王磊 尹伊 +2 位作者 陈凯 唐意 郝玮 《应用力学学报》 北大核心 2025年第1期164-173,共10页
为了研究六边形断面超高层建筑的静力和动力风荷载,开展了一系列刚性测压模型和多自由度气弹模型风洞试验,测量了刚性模型表面风压和气弹模型风致位移。对于静力风荷载,分析了体型系数和静风力系数的变化规律,建立了顺风向平均基底弯矩... 为了研究六边形断面超高层建筑的静力和动力风荷载,开展了一系列刚性测压模型和多自由度气弹模型风洞试验,测量了刚性模型表面风压和气弹模型风致位移。对于静力风荷载,分析了体型系数和静风力系数的变化规律,建立了顺风向平均基底弯矩系数和平均阻力系数的经验公式。对于动力风荷载,分析了横风向荷载功率谱和均方根基底弯矩,建立了横风向广义风荷载功率谱和归一化均方根基底弯矩系数的经验公式。最后,基于多自由度气弹模型的风致振动试验结果,验证了经验公式的精确性。 展开更多
关键词 超高层建筑 六边形断面 风荷载 风洞试验
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曲率和非对称边缘率标线对高速公路曲线段驾驶行为的影响
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作者 朱顺应 李智明 +2 位作者 付卿 吴景安 李思源 《重庆理工大学学报(自然科学)》 北大核心 2025年第10期226-233,共8页
为探究高速公路不同曲率非对称边缘率标线对车辆运行特性的影响,明确其设施作用效果,以湖北省鄂咸高速公路某两处不同曲率路段为对象,设计了不同曲率段铺设非对称标线前后的4种试验方案,并开展实车驾驶试验。采集自然驾驶状态下车辆的... 为探究高速公路不同曲率非对称边缘率标线对车辆运行特性的影响,明确其设施作用效果,以湖北省鄂咸高速公路某两处不同曲率路段为对象,设计了不同曲率段铺设非对称标线前后的4种试验方案,并开展实车驾驶试验。采集自然驾驶状态下车辆的轨迹数据,对比分析车辆行驶在不同曲率段铺设标线前后的速度、加速度和横向偏移的变化模式、整体特征和幅值分布,并以曲率和是否铺设标线为影响变量进行双因素方差检验,分析其对驾驶行为的显著性。研究结果表明:从各位置处和整体上看,曲率和是否铺设标线两者主效应均对驾驶行为具有显著性,大曲率路段较小曲率路段速度和加速度更低,横向偏移更大,分布更离散;铺设非对称边缘率标线能够改善驾驶行为,有效降低车辆行驶速度、加速度和横向偏移,减少交通流内部运行差异,提高行车安全和稳定性,且在曲中位置改善效果最好;曲率和是否铺设标线的交互作用对速度、加速度和横向偏移具有显著性,标线对大曲率路段速度、加速度和横向偏移改善效果优于小曲率时。研究结果可为高速公路曲线段非对称边缘率标线的有效性提供理论依据,为交通控制设施的设置与应用设计提供参考。 展开更多
关键词 交通安全 驾驶行为 实车试验 高速公路曲线段 非对称边缘率标线
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基于同步辐射的SGT MOSFET失效无损检测技术 被引量:1
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作者 万荣桂 郑理 +3 位作者 王丁 周学通 沈玲燕 程新红 《半导体技术》 北大核心 2025年第2期181-186,共6页
屏蔽栅沟槽型MOSFET(SGT MOSFET)在应用中,鉴于电路中存在寄生电感或感性负载,该器件极易受非箝位电感开关(UIS)应力的影响,可能导致器件烧毁失效。采用X射线衍射形貌(XRT)技术对SGT MOSFET雪崩失效后的X射线衍射图像进行研究。在不损... 屏蔽栅沟槽型MOSFET(SGT MOSFET)在应用中,鉴于电路中存在寄生电感或感性负载,该器件极易受非箝位电感开关(UIS)应力的影响,可能导致器件烧毁失效。采用X射线衍射形貌(XRT)技术对SGT MOSFET雪崩失效后的X射线衍射图像进行研究。在不损坏器件的前提下,将烧毁点定位在元胞区域的漂移区。采用开盖检测方式验证了烧毁点位置的准确性,并且通过扫描电子显微镜(SEM)表征烧毁点的微观形貌。最后,通过仿真软件模拟芯片表面的三维图形,并利用TCAD仿真揭示了UIS的失效机理,即电流集中所产生的高温致使漂移区的硅融化。失效机理与实验结果相吻合。 展开更多
关键词 屏蔽栅沟槽型功率MOSFET 雪崩失效 同步辐射 无损检测 截面拓扑
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