期刊文献+
共找到1,573篇文章
< 1 2 79 >
每页显示 20 50 100
Finite element analysis on the collapse of infill walls with holes and different length-to-height ratios
1
作者 周晓方 叶燕华 +1 位作者 SUN Rui YIN Wan-qing 《Journal of Chongqing University》 CAS 2013年第4期155-162,共8页
Wenchuan earthquake damage survey displayed the major structures of buildings suffered only small damages,but it was common that infill walls suffered heavy damages or even collapse. To study the failure forms and col... Wenchuan earthquake damage survey displayed the major structures of buildings suffered only small damages,but it was common that infill walls suffered heavy damages or even collapse. To study the failure forms and collapse mechanism of infill walls in an earthquake,the influence of opening or length-to-height ratio on shake-resisting capability of filling walls was analyzed,and measures to improve the anti-collapse ability of infill walls were put forwaed. The numerical simulations on collapse process in earthquake were carried out by using ABAQUS software. We used 5 single story and single span models. It is revealed that the rigidity and compressive capacity of infill walls are reduced because of the infill walls with holes and the increases of length-to-height ratios. Adding constructional columns and horizontal beams can ensure structural integrity and improve the anti-collapse ability of the wall. 展开更多
关键词 finite element analysis COLLAPSE length-height ratio RIGIDITY
在线阅读 下载PDF
An Experimental and Numerical Thermal Flow Analysis in a Solar Air Collector with Different Delta Wing Height Ratios
2
作者 Ghobad Shafiei Sabet Ali Sari +3 位作者 Ahmad Fakhari Nasrin Afsarimanesh Dominic Organ Seyed Mehran Hoseini 《Frontiers in Heat and Mass Transfer》 EI 2024年第2期491-509,共19页
This study conducts both numerical and empirical assessments of thermal transfer and fluid flow characteristics in a Solar Air Collector(SAC)using a Delta Wing Vortex Generator(DWVG),and the effects of different heigh... This study conducts both numerical and empirical assessments of thermal transfer and fluid flow characteristics in a Solar Air Collector(SAC)using a Delta Wing Vortex Generator(DWVG),and the effects of different height ratios(Rh=0.6,0.8,1,1.2 and 1.4)in delta wing vortex generators,which were not considered in the earlier studies,are investigated.Energy and exergy analyses are performed to gain maximum efficiency.The Reynolds number based on the outlet velocity and hydraulic diameter falls between 4400 and 22000,corresponding to the volume flow rate of 5.21–26.07 m^(3)/h.It is observed that the delta wing vortex generators with a higher height ratio yield maximum heat transfer enhancement and overall enhancement ratio.The empirical and numerical findings demonstrate that the exergy and thermal efficiencies decline in a specific range.TheNusselt number,pressure drop,energy,and exergy efficiencies enhance with rising Reynolds number,although the friction coefficient diminishes.The maximum heat transfer enhancement is 57%.According to the evaluation of exergy efficiency,the greatest efficiency of 31.2%is obtained at Rh=1.4 and Reynolds number 22000. 展开更多
关键词 Vortex generators heat transfer augmentation numerical simulation solar air collector empirical height ratio
在线阅读 下载PDF
The Carpal Height Ratio for The Trinidadian Population: What is Normal?
3
作者 Amanda Partap Ian James Persad Ryan Raghunanan 《Open Journal of Orthopedics》 2024年第11期453-460,共8页
Aim: To determine the normal carpal height ratio for the Trinidadian population. Design & method: A retrospective review of wrist radiographs performed during the period January 2022 to June 2022 at San Fernando G... Aim: To determine the normal carpal height ratio for the Trinidadian population. Design & method: A retrospective review of wrist radiographs performed during the period January 2022 to June 2022 at San Fernando General Hospital was conducted. A total of 200 radiographs were independently reviewed by two blinded assessors utilizing the PACS system. The carpal height ratio (CHR) and revised carpal height (RCH) ratio was calculated using two methods. A p-value Results: The radiographs reviewed consisted of 94 female and 106 male patients with an age range of 19 to 86 years. The mean CHR was 0.473 and the revised CHR 1.469. The ratio for carpal height as well as the revised CHR was observed to vary amongst the different age groups studied. The CHR and revised CHR for the population was observed to vary based on gender with gender significantly influencing the CHR value (p = 0.001). Conclusions: The CHR of the Trinidadian population as calculated by the data collected falls below the average CHR documented worldwide. However, the interpretation of this value is based on the baseline reference ratio for a population. Therefore, according to our average CHR for our population previous comparison of a CHR index to international figures would have led to erroneous interpretation of results. A decrease in CHR is indicative of carpal collapse. The comparison of CHR to the established normal CHR for the population is believed to allow for early detection of carpal collapse. 展开更多
关键词 Carpal Collapse Carpal height ratio Wrist Degenerative Disease Wrist Pathology Carpal Bone Disease
在线阅读 下载PDF
Change of the mode of failure by interface friction and width-to-height ratio of coal specimens 被引量:4
4
作者 Gamal Rashed Syd S.Peng 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2015年第3期256-265,共10页
Bumps in coal mines have been recognized as a major hazard for many years. These sudden and violent failures around mine openings have compromised safety, ventilation and access to mine workings.Previous studies showe... Bumps in coal mines have been recognized as a major hazard for many years. These sudden and violent failures around mine openings have compromised safety, ventilation and access to mine workings.Previous studies showed that the violence of coal specimen failure depends on both the interface friction and width-to-height(W/H) ratio of coal specimen. The mode of failure for a uniaxially loaded coal specimen or a coal pillar is a combination of both shear failure along the interface and compressive failure in the coal. The shear failure along the interface triggered the compressive failure in coal. The compressive failure of a coal specimen or a coal pillar can be controlled by changing its W/H ratio. As the W/H ratio increases, the ultimate strength increases. Hence, with a proper combination of interface friction and the W/H ratio of pillar or coal specimen, the mode of failure will change from sudden violent failure which is brittle failure to non-violent failure which is ductile failure. The main objective of this paper is to determine at what W/H ratio and interface friction the mode of failure changes from violent to non-violent. In this research, coal specimens of W/H ratio ranging from 1 to 10 were uniaxially tested under two interface frictions of 0.1 and 0.25, and the results are presented and discussed. 展开更多
关键词 Bump Burst Coal strength Violent failure Width-to-height(W/H) ratio Interface friction Stressestrain curve
在线阅读 下载PDF
Stress-strain-acoustic responses in failure process of coal rock with different height to diameter ratios under uniaxial compression 被引量:13
5
作者 GUO Yu-xia ZHAO Yong-hui +3 位作者 WANG Sheng-wei FENG Guo-rui ZHANG Yu-jiang RAN Hong-yu 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第6期1724-1736,共13页
Residual coal pillars play an important role in mining the adjacent coal seam safely,managing the gobs and maintaining the stability of abandoned coal mines.The height to diameter ratio(H/D)affects the stability of re... Residual coal pillars play an important role in mining the adjacent coal seam safely,managing the gobs and maintaining the stability of abandoned coal mines.The height to diameter ratio(H/D)affects the stability of residual coal pillars.In this study,uniaxial compressive tests of coal specimens with five H/D(2.0,1.5,1.0,0.8 and 0.6)were performed,and the stress,strain and acoustic emission(AE)were monitored.Results show that the uniaxial compressive strength(UCS)and peak strain increase with H/D decreasing.An empirical equation is proposed to calculate the UCS based on the H/D.The AE activities during coal failure process can be separated into four periods.The span of quiet period and rapid decline period shorten with H/D decreasing.The smaller the H/D is,the more complicated the failure characteristics of coal will be.The failure form of coal with H/D of 2.0,1.5,and 1.0 is primarily shear failure,while splitting failure along the axial direction is the mainly mode when H/D is 0.8 or 0.6.The initiation,expansion,aggregation and connection of micro-cracks can be reflected by the real-time spatial evolution of AE event points. 展开更多
关键词 residual coal pillar height to diameter ratio uniaxial compression acoustic emission micro-crack evolution
在线阅读 下载PDF
Rational cutting height for large cutting height fully mechanized top-coal caving 被引量:7
6
作者 Huang Bingxiang Li Hongtao +2 位作者 Liu Changyou Xing Shijun Xue Weichao 《Mining Science and Technology》 EI CAS 2011年第3期457-462,共6页
Large cutting height fully mechanized top-coal caving is a new mining method that improves recovery ratio and single-pass production. It also allows safe and efficient mining. A rational cutting height is one key para... Large cutting height fully mechanized top-coal caving is a new mining method that improves recovery ratio and single-pass production. It also allows safe and efficient mining. A rational cutting height is one key parameter of this technique. Numerical simulation and a granular-media model experiment were used to analyze the effect of cutting height on the rock pressure of a fully mechanized top-coal caving work face. The recovery ratio was also studied. As the cutting height increases the top-coal thickness is reduced. Changing the ratio of cutting to drawing height intensifies the face pressure and the top-coal shattering. A maximum cutting height exists under a given set of conditions due to issues with surrounding rock-mass control. An increase in cutting height makes the top-coal cave better and the recovery ratio when drawing top-coal is then improved. A method of adjusting the face rock pressure is presented. Changing the cutting to drawing height ratio is the technique used to control face rock pressure. The recovery ratio when cutting coal exceeds that when caving top-coal so the face recovery ratio may be improved by over sizing the cutting height and increasing the top-coal drawing ratio. An optimum ratio of cutting to drawing height exists that maximizes the face recovery ratio. A rational cutting height is determined by comprehensively considering the surrounding rock-mass control and the recovery ratio. At the same time increasing the cutting height can improve single pass mining during fully mechanized top-coal caving. 展开更多
关键词 Large cutting height fully mechanizedmining with sublevel caving Cutting heightThe ratio of cutting height to drawing heightGround pressureRecovery ratio
在线阅读 下载PDF
Dynamics and Wheel's Slip Ratio of a Wheel-legged Robot in Wheeled Motion Considering the Change of Height 被引量:17
7
作者 DING Xilun LI Kejia XU Kun 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2012年第5期1060-1067,共8页
The existing research on dynamics and slip ratio of wheeled mobile robot (WMR) are derived without considering the effect of height, and the existing models can not be used to analyze the dynamics performance of the... The existing research on dynamics and slip ratio of wheeled mobile robot (WMR) are derived without considering the effect of height, and the existing models can not be used to analyze the dynamics performance of the robot with variable height while moving such as NOROS- Ⅱ. The existing method of dynamics modeling is improved by adding the constraint equation between perpendicular displacement of body and horizontal displacement of wheel into the constraint conditions. The dynamic model of NOROS- Ⅱ in wheel motion is built by the Lagrange method under nonholonomic constraints. The inverse dynamics is calculated in three different paths based on this model, and the results demonstrate that torques of hip pitching joints are inversely proportional to the height of robot. The relative error of calculated torques is less than 2% compared with that of ADAMS simulation, by which the validity of dynamic model is verified, Moreover, the relative horizontal motion between fore/hind wheels and body is produced when the height is changed, and thus the accurate slip ratio can not be obtained by the traditional equation. The improved slip ratio equations with the parameter of the vertical velocity of body are introduced for fore wheels and hind wheels respectively. Numerical simulations of slip ratios are conducted to reveal the effect of varied height on slip ratios of different wheels. The result shows that the slip ratios of fore/hind wheels become larger/smaller respectively as the height increases, and as the height is reduced, the reverse applies. The proposed research of dynamic model and slip ratio based on the robot height provides the effective method to analyze the dynamics of WMRs with varying height. 展开更多
关键词 wheel-legged robot DYNAMICS slip ratio change of height nonholonomic constraints
在线阅读 下载PDF
Research on the squeeze cast technology of the castings with large ratio of height to thickness 被引量:1
8
作者 LI Chen-xi SAN Jing-chao +3 位作者 XU Na CAO Liang BAI Yan-hua LI Rong-de 《China Foundry》 SCIE CAS 2005年第4期264-267,共4页
The squeeze cast technology is only applicable, at present, to the castings with a ratio of height to thickness less than 3.5. Researching the squeeze cast technology for castings with a large ratio of height to thick... The squeeze cast technology is only applicable, at present, to the castings with a ratio of height to thickness less than 3.5. Researching the squeeze cast technology for castings with a large ratio of height to thickness will broaden the applicable range of the advanced casting technology. This paper describes a study of the temperature distribution during solidification for castings with a ratio of height to thickness of 7 by the methods of experiment and computer simulation. The shrinkage porosity distribution in the castings and the mechanical properties of the castings were also researched. The experimental and simulated results show that increasing squeeze force, or enhancing mold temperature, cannot reduce the shrinkage porosities in the castings. When castings solidify in a sequential manner and the squeeze force effectively acts on the surface of the liquid metal, the shrinkage porosities in the castings are eliminated and mechanical properties are clearly improved. 展开更多
关键词 SQUEEZE CAST CASTINGS with LARGE ratio of height to thickness sequence solidification SHRINKAGE porosity
在线阅读 下载PDF
蜂窝梁腹板的局部屈曲及高厚比限值研究
9
作者 毕然 贾连光 +1 位作者 王庆贺 耿凯 《工程力学》 北大核心 2026年第2期234-247,共14页
为避免蜂窝梁腹板局部屈曲对结构产生不利影响,应明确孔参数对腹板局部屈曲的影响并确定腹板的高厚比限值。采用试验和有限元分析方法,研究在静载和往复荷载作用下,楼板、腹板开孔率、横向加劲肋和腹板高厚比对蜂窝梁破坏模式、承载能... 为避免蜂窝梁腹板局部屈曲对结构产生不利影响,应明确孔参数对腹板局部屈曲的影响并确定腹板的高厚比限值。采用试验和有限元分析方法,研究在静载和往复荷载作用下,楼板、腹板开孔率、横向加劲肋和腹板高厚比对蜂窝梁破坏模式、承载能力、延性和耗能性能的影响;给出考虑径高比、孔型和边界条件的开孔板剪切屈曲系数计算公式和蜂窝梁不发生弹塑性屈曲的腹板高厚比限值。研究结果表明,楼板组合作用使腹板的屈曲滞后,设置横向加劲肋能够避免腹板的屈曲,增大腹板开孔率使孔角更易进入塑性而形成塑性铰破坏模式。随腹板高厚比的增加(48.0~85.3),承载力和极限位移降低43%和33%,延性和耗能降低15%和36%。径高比在0.2~0.8变化时,圆孔板和六边形孔板蜂窝钢梁的腹板高厚比限值为79.7倍~48.4倍和76.7倍~47.0倍的钢号修正系数。 展开更多
关键词 蜂窝梁 腹板高厚比 剪切屈曲系数 静载 往复荷载
在线阅读 下载PDF
装配式高强钢组合延性桁框结构抗震设计建议
10
作者 王凤 袁梦皓 +1 位作者 王珊珊 陈树利 《地震工程学报》 北大核心 2026年第3期525-536,共12页
为保证塑性损伤集中于消能段的同时,实现消能段与非消能段弦杆采用相同截面的设计,文章提出高强钢组合延性桁框结构(HSS-PSTMF),并给出结构关键设计参数的建议取值范围,为该结构的工程应用提供参考。利用ABAQUS有限元软件建立不同钢材... 为保证塑性损伤集中于消能段的同时,实现消能段与非消能段弦杆采用相同截面的设计,文章提出高强钢组合延性桁框结构(HSS-PSTMF),并给出结构关键设计参数的建议取值范围,为该结构的工程应用提供参考。利用ABAQUS有限元软件建立不同钢材组合、消能段节间跨高比和释放焊缝约束比例的35榀HSS-PSTMF计算模型,对比分析各参数对结构承载力、屈服模式、位移延性和耗能能力的影响。依据分析结果,建议HSS-PSTMF设计时非消能段首选Q460钢材,消能段首先采用Q235钢材;消能段节间跨高比在0.67~2.33区间取值;消能段长度与桁架梁跨度比值L_(s)/L在0.28~0.33区间取值;消能段弦杆两端节点板区域设置0.6 d~0.8 d(d为弦杆高度)无焊接区域。 展开更多
关键词 延性桁框结构 高强度钢材 抗震性能 消能段跨高比 释放焊缝
在线阅读 下载PDF
高径比对筒型基础承载特性的影响研究
11
作者 刘润 晁润奇 +2 位作者 汪嘉钰 李青欣 王超 《水道港口》 2026年第1期115-123,共9页
筒型基础具有抗倾能力强、海上安装周期短的独特优势,是海上风电的重要基础型式之一。为系统研究高径比对筒型基础承载特性的影响,基于ABAQUS建立了三维有限元模型,得到不同高径比下筒型基础的水平、竖向、抗倾极限承载力与二维荷载空... 筒型基础具有抗倾能力强、海上安装周期短的独特优势,是海上风电的重要基础型式之一。为系统研究高径比对筒型基础承载特性的影响,基于ABAQUS建立了三维有限元模型,得到不同高径比下筒型基础的水平、竖向、抗倾极限承载力与二维荷载空间中的承载力包络线。分析结果表明:随着高径比的增加,筒型基础的水平、抗倾承载力系数显著提升,竖向承载力系数则变化相对复杂。在VH荷载空间中,归一化承载力包络线受土体强度不均一性的影响较小,但随着高径比的增加呈现内收趋势;在VM荷载空间中,归一化承载力包络线受土体强度不均一性和高径比的影响显著,特别是基础高径比较小时,抗倾承载能力在较低土体强度不均一性下即可超越一维荷载空间下的极限抗倾承载力;在HM荷载空间中,归一化承载力包络线受土体强度不均一性和高径比的影响较为显著,高径比较高的筒型基础的HM包络线会出现更为明显的偏心现象。 展开更多
关键词 筒型基础 高径比 承载特性 包络线 承载力 ABAQUS 海上风电
在线阅读 下载PDF
小陇山林区主要树种胸径与树高异速生长关系
12
作者 李春兰 盖贵成 +4 位作者 文韬 曲艺璇 刘文桢 赵长明 赵中华 《东北林业大学学报》 北大核心 2026年第2期36-45,共10页
小陇山林区作为秦岭西段重要的水源涵养与生物多样性维护功能区,其树种生长规律对区域森林可持续经营至关重要。以该林区主要树种(锐齿槲栎(Quercus aliena)、山榆(Ulmus davidiana)、华山松(Pinus armandii)和油松(Pinus tabuliformis)... 小陇山林区作为秦岭西段重要的水源涵养与生物多样性维护功能区,其树种生长规律对区域森林可持续经营至关重要。以该林区主要树种(锐齿槲栎(Quercus aliena)、山榆(Ulmus davidiana)、华山松(Pinus armandii)和油松(Pinus tabuliformis))为对象,基于2008—2010年间森林经营采伐木不同高度处圆盘直径数据,采用线性、乘幂与二次多项式函数拟合树高—胸径异速生长关系,并探讨其树干机械设计原则随胸径的变化规律。结果表明:在树木不同的生长发育阶段,树高(H)与胸径(D)之间存在异速生长关系,且各树种高径比随胸径大小变化的趋势基本相同,均符合乘幂曲线拟合规律,随着胸径的不断增大,树高相对胸径的生长速率越来越趋于平缓。小陇山林区树木木材机械设计原则整体上表现为应力自相关性,但不同树种之间随着胸径增大,异速生长指数α值的变化规律差异较大,表现出不同树种生长策略的特异性。除山榆外,其余3个树种相对高度在0.4H时的相对直径与树高显著正相关,可作为预测树木未来树高潜在生长能力的一个可靠指标;落叶阔叶树种树干顶部的相对直径与树高呈现负相关关系,而常绿针叶树种则更多表现出正相关关系,可用来对树木的树高生长潜力进行直观判断。此外,落叶阔叶树种相较于常绿针叶树种,树皮厚度相对较大。 展开更多
关键词 森林经营学 异速生长关系 高径比 皮厚 小陇山林区
在线阅读 下载PDF
甘油三酯-葡萄糖相关指标与颈动脉粥样硬化斑块的相关性分析
13
作者 杨玉环 陈卓 +1 位作者 王军 马茂 《西安交通大学学报(医学版)》 北大核心 2026年第1期109-117,共9页
目的研究甘油三酯-葡萄糖(TyG)相关指标之间的关联及其对颈动脉粥样硬化斑块(CAP)的预测价值。方法纳入2019年至2024年在西安交通大学第一附属医院健康医学科健康体检者82674例。按照颈动脉超声检查结果提示是否存在CAP分为CAP组(33040... 目的研究甘油三酯-葡萄糖(TyG)相关指标之间的关联及其对颈动脉粥样硬化斑块(CAP)的预测价值。方法纳入2019年至2024年在西安交通大学第一附属医院健康医学科健康体检者82674例。按照颈动脉超声检查结果提示是否存在CAP分为CAP组(33040例)和无CAP组(49634例)。将TyG指数、甘油三酯-葡萄糖体质指数(TyG-BMI)、甘油三酯-葡萄糖腰围(TyG-WC)以及甘油三酯-葡萄糖腰围身高比(TyG-WHtR)分别作为连续变量和分类变量,其中这些指数的四分位数数据由低到高分为Q1~Q4组后,作为分类变量纳入多变量Logistic回归模型,以评估其与CAP之间的关系。绘制受试者工作特征(ROC)曲线并寻找cut-off值以评估TyG相关指标对CAP发生的预测价值。结果作为连续变量分析时,TyG、TyG-BMI、TyG-WC和TyG-WHtR与CAP发生率的比值比(OR)及95%置信区间(95%CI)分别为:1.148(1.117,1.181)、1.009(1.004,1.014)、1.004(1.003,1.006)、1.069(1.04,1.098)。TyG、TyG-BMI、TyG-WC和TyG-WHtR均与CAP发生率呈正相关(P<0.05)。将这些指数的四分位数数据由低到高分为Q1~Q4组后,其与CAP的关联仍具有统计学意义(Q2~Q4的OR值分别为:TyG指数1.751、2.312、2.654;TyG-BMI:1.751、2.312、2.654;TyG-WC:1.150、1.300、1.450;TyG-WHtR:1.200、1.400、1.600,均P<0.05)。其中,TyG-WHtR对CAP的预测能力最强,其次是TyG-WC和TyG本身,而TyG-BMI指数的预测能力最弱,ROC曲线下面积分别为0.633、0.619、0.604、0.584。结论TyG相关指标与CAP的形成存在显著正相关。其中,TyG-WHtR对识别CAP风险具有最高预测能力。 展开更多
关键词 颈动脉粥样硬化斑块(CAP) 甘油三酯-葡萄糖(TyG)指数 甘油三酯-葡萄糖体质指数(TyG-BMI) 甘油三酯-葡萄糖腰围(TyG-WC) 甘油三酯-葡萄糖腰围身高比(TyG-WHtR) 胰岛素抵抗(IR)
暂未订购
TyG-WHtR指数与中青年急性冠脉综合征患者冠状动脉病变程度的相关性
14
作者 刘欣然 马晶茹 +2 位作者 华冰洋 苏晓港 李俊杰 《中国医科大学学报》 北大核心 2026年第1期15-19,共5页
目的探讨甘油三酯-葡萄糖-腰高比(TyG-WHtR)指数与中青年急性冠脉综合征(ACS)患者冠状动脉病变程度的相关性。方法选取2024年1月1日至2024年12月31日间于沈阳医学院附属第二医院首次诊断为ACS的572例中青年患者作为研究对象,计算其TyG-W... 目的探讨甘油三酯-葡萄糖-腰高比(TyG-WHtR)指数与中青年急性冠脉综合征(ACS)患者冠状动脉病变程度的相关性。方法选取2024年1月1日至2024年12月31日间于沈阳医学院附属第二医院首次诊断为ACS的572例中青年患者作为研究对象,计算其TyG-WHtR指数、TyG指数、Gensini评分(GS)。采取三分位法将研究对象分为低、中、高TyG-WHtR组,比较组间临床资料差异,分析TyG-WHtR指数与冠状动脉病变程度的相关性。结果高TyG-WHtR组的GS明显高于低TyG-WHtR组和中TyGWHtR组。相关性分析显示,TyG-WHtR指数与GS呈正相关(r=0.695,P<0.001)。调整混杂因素后构建多元线性回归模型,结果发现TyG-WHtR指数为GS升高的独立危险因素。TyG-WHtR指数每增加1个单位,GS将升高29.415分(β=29.415,P=0.014)。当TyG-WHtR指数>4.85时,其对GS具有较好的预测效能。结论TyG-WHtR指数与中青年ACS患者冠状动脉病变严重程度呈正相关,且是其独立危险因素。高水平TyG-WHtR指数对于中青年ACS患者冠状动脉病变程度有预测价值。 展开更多
关键词 甘油三酯-葡萄糖-腰高比指数 中青年 急性冠脉综合征 冠状动脉病变
暂未订购
厚煤层超高沿空巷道顶部充填泡沫材料力学性质试验研究
15
作者 孙龙 刘入源 +3 位作者 刘中一 梁博 魏锦平 韦四江 《河南理工大学学报(自然科学版)》 北大核心 2026年第2期140-147,共8页
目的为提高资源回收率和缓解采掘接替紧张状况,开展厚煤层超高沿空巷道顶部充填泡沫材料力学性质试验研究。方法为验证泡沫材料的适应性,采用试验方法研究高宽比、加载速率等因素对其力学特征的影响。结果结果表明,加载速率一定时,随着... 目的为提高资源回收率和缓解采掘接替紧张状况,开展厚煤层超高沿空巷道顶部充填泡沫材料力学性质试验研究。方法为验证泡沫材料的适应性,采用试验方法研究高宽比、加载速率等因素对其力学特征的影响。结果结果表明,加载速率一定时,随着高宽比增加,泡沫材料的承载能力逐渐降低;高宽比一定时,泡沫材料承载能力随加载速率增加而逐渐增大;根据应力-应变全程曲线,可将泡沫材料受载过程分为3个阶段:加载初期,试件工作阻力急剧增加,为短暂的线弹性阶段;随着加载进行,应力随应变增加缓慢,进入塑性平台阶段,曲线呈明显的线性特征;致密化阶段中高宽比较大的试件承载能力降低明显,呈现软化和结构性破坏特征。石墨聚苯泡沫材料弹性后效明显,初次加载后,回弹50%~80%,具有较强的变形让压能力和回弹承载性能。结论结合云顶煤矿超高巷道工程地质条件,根据多孔泡沫模型和锚索有效延伸量理论可知,高宽比为0.5~1.0的泡沫材料承载能力强、压缩模量高,具有初期抗变形能力强和结构稳定的特点,能够适应巷道顶帮大变形和消除瓦斯集聚空间的需要,是超高巷道顶部充填的优选材料。 展开更多
关键词 超高巷道 石墨聚苯泡沫 高宽比 力学性质 柔性充填
在线阅读 下载PDF
农村老年人不同肥胖指标与衰弱的相关性研究
16
作者 张祉薇 贺盼盼 +4 位作者 杨茜文 金雪怡 毛雪倩 胡颖 井立鹏 《中国全科医学》 北大核心 2026年第6期699-709,共11页
背景衰弱是一种与年龄增长相关的老年综合征,我国老年人衰弱患病率较高且呈逐年上升趋势。肥胖与多种疾病的发生、发展均密切相关,但其与衰弱之间的关联仍存在争议,这可能是由于传统肥胖指标在识别脂肪分布上存在一定的局限性。因此,探... 背景衰弱是一种与年龄增长相关的老年综合征,我国老年人衰弱患病率较高且呈逐年上升趋势。肥胖与多种疾病的发生、发展均密切相关,但其与衰弱之间的关联仍存在争议,这可能是由于传统肥胖指标在识别脂肪分布上存在一定的局限性。因此,探究多种肥胖指标与衰弱的关联,对进一步探索衰弱发病机制和制订预防干预措施具有重要意义。目的本研究旨在探讨老年人多种肥胖指标与衰弱的相关性,为老年人衰弱的早期防控提供科学依据。方法本研究于2023年3—5月在甘肃省靖远县的6个农村共调查了1429名60岁及以上的老年人,经进一步排除,最终纳入1153人。使用FRAIL量表评估老年人的衰弱状况。根据中国肥胖标准对腰围和BMI进行分组,将腰臀比(WHR)、腰高比(WHtR)、躯体圆度指数(BRI)和中国内脏脂肪指数(CVAI)按四分位数分组,并使用多因素Logistic回归、限制性立方样条(RCS)和受试者工作特征(ROC)曲线探讨不同肥胖指标与衰弱的相关性。结果本研究共纳入1153名60岁及以上的老年人,其中男474名(41.11%)、女679名(58.89%),平均年龄(70.86±4.76)岁。根据FRAIL量表评分,衰弱老年人226名,非衰弱老年人927名,衰弱患病率为19.60%。调整相关变量后多因素二元Logistic回归分析结果显示,中心性肥胖、中重度肥胖(以BMI正常为参照)、Q3和Q4水平的WHR以及Q4水平的WHtR、BRI和CVAI(均以Q1水平为参照)是老年人衰弱的危险因素(P<0.05);且随着腰围、BMI、WHR、WHtR、BRI和CVAI水平的增加,老年人衰弱患病风险呈上升趋势(P_(趋势)<0.05)。RCS曲线结果显示,老年人腰围、BMI、WHtR、BRI和CVAI与衰弱患病风险呈正相关(P_(线性)<0.05)。ROC曲线分析结果显示,腰围、BMI、WHR、WHtR、BRI、CVAI预测衰弱风险的曲线下面积(AUC)分别为0.557(95%CI=0.515~0.598)、0.570(95%CI=0.528~0.612)、0.558(95%CI=0.515~0.600)、0.610(95%CI=0.568~0.652)、0.610(95%CI=0.568~0.652)、0.586(95%CI=0.546~0.626),对衰弱风险均有预测价值(P<0.05)。其中,WHtR、BRI、CVAI预测衰弱风险的AUC大于腰围(Z=-5.443,P<0.001;Z=-5.443,P<0.001;Z=-2.595,P=0.009);WHtR、BRI预测衰弱风险的AUC大于BMI(Z=-2.885,P=0.004;Z=-2.884,P=0.004)。结论农村60岁及以上的老年人肥胖指标腰围、BMI、WHR、WHtR、BRI、CVAI与衰弱风险呈正相关,其中WHtR和BRI对老年人衰弱的预测能力较好。 展开更多
关键词 衰弱 肥胖症 老年人 腰围 体质指数 腰高比 躯体圆度指数 中国内脏脂肪指数
暂未订购
大宽高比混凝土独立扩展基础基底反力分布规律研究
17
作者 焦听雷 《低温建筑技术》 2026年第2期118-122,共5页
为突破现行规范中宽高比和偏心率限值的混凝土独立扩展基础,文中通过与既有混凝土独立扩展基础试验结果的对比,建立了合理的有限元数值模拟方案。在此基础上,通过参数化数值模拟分析,得到大宽高比混凝土独立扩展基础基底反力分布的基本... 为突破现行规范中宽高比和偏心率限值的混凝土独立扩展基础,文中通过与既有混凝土独立扩展基础试验结果的对比,建立了合理的有限元数值模拟方案。在此基础上,通过参数化数值模拟分析,得到大宽高比混凝土独立扩展基础基底反力分布的基本规律。结果表明相较于基于刚性假定要求满足规范宽高比限值的普通混凝土独立扩展基础,大宽高比混凝土独立扩展基础在轴压荷载和大偏压荷载作用下,基底反力受底板变形影响,会明显向加载中心点区域集中。研究为大宽高比混凝土独立扩展基础设计提供参考。 展开更多
关键词 混凝土独立扩展基础 大宽高比 基底反力分布规律 偏心率 宽高比
在线阅读 下载PDF
淋巴瘤患儿麻醉期间通气困难发生情况及其影响因素分析
18
作者 王露露 康佳静 +3 位作者 朱娜娜 贾英萍 周锐 邱永升 《实用癌症杂志》 2026年第1期171-174,共4页
目的探讨淋巴瘤患儿麻醉期间通气困难发生情况及其影响因素。方法回顾性分析90例淋巴瘤患儿资料,统计淋巴瘤患儿麻醉期间通气困难发生情况,并将患儿分为通气困难组和非通气困难组,对比2组各项资料,筛选存在统计学差异项目,用多因素分析... 目的探讨淋巴瘤患儿麻醉期间通气困难发生情况及其影响因素。方法回顾性分析90例淋巴瘤患儿资料,统计淋巴瘤患儿麻醉期间通气困难发生情况,并将患儿分为通气困难组和非通气困难组,对比2组各项资料,筛选存在统计学差异项目,用多因素分析影响患儿麻醉期间通气困难发生的危险因素。结果90例淋巴瘤患儿麻醉期间通气困难发生率为36.67%(33/90)。经多因素分析显示:体质量指数(BMI)>25 kg/m 2(β=1.1911,OR=6.760,95%CI=2.134~21.417)、肿瘤直径≥10 cm(β=1.246,OR=3.478,95%CI=1.414~8.555)、术前有肺部/胸腔内感染(β=1.751,OR=5.760,95%CI=1.408~23.571)、有适应性体位(β=1.123,OR=3.075,95%CI=1.255~7.535)、有气管受压(β=0.988,OR=2.686,95%CI=1.004~7.187)、有心血管受压(β=2.521,OR=12.444,95%CI=1.426~108.582)、身高与甲颏距离的比值(RHTMD)>22.8 cm(β=4.718,OR=112.000,95%CI=13.637~919.822)是淋巴瘤患儿麻醉期间通气困难的高危因素(P<0.05)。结论淋巴瘤患儿麻醉期间通气困难发生率较高,而BMI>25 kg/m 2、肿瘤直径≥10 cm、术前有肺部/胸腔内感染、有适应性体位、有气管受压、有心血管受压、RHTMD>22.8 cm是其发生的高危因素。 展开更多
关键词 淋巴瘤 通气困难 麻醉 适应性体位 气管受压 身高与甲颏距离的比值
暂未订购
环形钢箱梁过街天桥设计参数研究
19
作者 江先淮 《工程建设与设计》 2026年第1期123-125,共3页
以某环形钢箱梁过街天桥为研究对象,通过有限元软件Midas Civil建立过街天桥的有限元模型,以主梁最大拉应力和最大压应力以及结构基频为指标,对过街天桥的边界条件、圆柱墩直径和高跨比这3个设计参数进行定量分析和研究。研究结果表明,... 以某环形钢箱梁过街天桥为研究对象,通过有限元软件Midas Civil建立过街天桥的有限元模型,以主梁最大拉应力和最大压应力以及结构基频为指标,对过街天桥的边界条件、圆柱墩直径和高跨比这3个设计参数进行定量分析和研究。研究结果表明,桥墩墩梁固结的数量越多,钢箱梁的最大拉应力和最大压应力越小,桥梁的基频越大;桥墩直径越大,钢箱梁的最大拉应力和最大压应力越大,桥梁的基频也越大;高跨比的增大有助于减小钢箱梁的最大拉应力和最大压应力,并增大桥梁的基频;桥梁高跨比宜设为1/25~1/20。 展开更多
关键词 过街天桥 环形钢箱梁 有限元分析 边界条件 圆柱墩直径 高跨比
在线阅读 下载PDF
煤矿深部大断面硐室围岩稳定性模拟研究
20
作者 樊磊 芮旭升 《煤》 2026年第1期13-16,共4页
近年来,伴随我国浅部煤炭资源的枯竭,深部矿井中出现了不同断面尺寸的巷道。由于深部大断面硐室具有地应力复杂、断面尺寸大等特点,其控制难度大幅增加。文章采用FLAC 3D软件对某深部大断面巷道进行开挖模拟,通过硐室断面尺寸高度(6 m、... 近年来,伴随我国浅部煤炭资源的枯竭,深部矿井中出现了不同断面尺寸的巷道。由于深部大断面硐室具有地应力复杂、断面尺寸大等特点,其控制难度大幅增加。文章采用FLAC 3D软件对某深部大断面巷道进行开挖模拟,通过硐室断面尺寸高度(6 m、8 m、10 m、12 m、14 m),对巷道围岩应力、塑性区的数值变化和分布规律进行了研究。研究结果表明:断面高度对硐室两帮影响较大。随着巷道断面高度的增加,在围岩深度0~12 m范围内,两帮垂直应力逐渐减小;在12~20 m范围内,两帮垂直应力趋于16 MPa.而在围岩深度0~20 m范围内,顶底板垂直应力基本保持不变。并且,随着巷道断面高度的增加,顶板和两帮围岩塑性区的破坏深度和范围增长明显。研究结果一定程度上揭示了深部大断面硐室围岩的变形破坏规律,为深部大断面硐室围岩控制设计提供了参考依据。 展开更多
关键词 大断面硐室 应力比系数 断面尺寸高度 数值模拟分析
在线阅读 下载PDF
上一页 1 2 79 下一页 到第
使用帮助 返回顶部