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Vertical distribution of the Kuroshio velocity in the Pollution Nagasaki section and its formative mechanism 被引量:2
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作者 邓丽静 魏皓 汪嘉宁 《Marine Science Bulletin》 CAS 2015年第1期26-39,共14页
The seasonal and interannual variations of the vertical distribution of the Kuroshio velocity and its formative mechanism were studied by analyzing the Global Ocean Reanalysis Simulation 2 (GLORYS2) dataset in the P... The seasonal and interannual variations of the vertical distribution of the Kuroshio velocity and its formative mechanism were studied by analyzing the Global Ocean Reanalysis Simulation 2 (GLORYS2) dataset in the Pollution Nagasaki (PN) section (126.0°E-128.2°, at depths less than 1000 m). The results indicated that: 1) the maximum transport in the PN section occurs in summer, followed by spring, and the minimum transport occurs in fall and winter; the maximum velocities are located at the subsurface in both winter and summer and velocities are relatively larger and at a shallower depth in summer; and the velocity core is located at the surface in spring and fall. The isopycnic line has a clear depression around the Kuroshio axis in winter. The depth of maximum velocity and the zero horizontal density gradients both exhibit substantial seasonal and interannual variations, and the interannual variations are larger. 2) The distributions of velocity and density are in accordance with the therma~ wind relation. Although Kuroshio transport is determined by the large-scale wind field and mesoscale motion in the Pacific Ocean; local heat flux and thermohaline circulation influence the density field, modify the vertical structure of the Kuroshio velocity, and adjust the allocation of water fluxes and nutrients transport. 3) Shelf-water offshore transport into the Kuroshio upper layer induced by southwest monsoons might contribute to the maximum velocity up to the surface in summer. Nonlinear and nongeostrophic processes are not considered in the present study, and the thermal wind relation accounts for part of the vertical structure of the Kuroshio velocity. 展开更多
关键词 KUROSHIO vertical distribution of velocity thermal wind relation PN section
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Vertical section phase diagrams of La−Fe−B ternary system 被引量:2
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作者 Qi WEI Zhao LU +4 位作者 Qing-rong YAO Jian-qiu DENG Jiang WANG Huai-ying ZHOU Guang-hui RAO 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2021年第6期1748-1757,共10页
The vertical sections of the La−Fe−B system were investigated using electron probe microanalysis and differential thermal analysis.Based on the microstructures and phase compositions of the as-cast and equilibrium all... The vertical sections of the La−Fe−B system were investigated using electron probe microanalysis and differential thermal analysis.Based on the microstructures and phase compositions of the as-cast and equilibrium alloys,together with their heat flow−temperature curves,phase diagrams for three vertical sections were drawn:La_(x)Fe_(82)B_(y)(x+y=18),La_(x)Fe_(70)B_(y)(x+y=30)and La_(x)Fe_(53)B_(y)(x+y=47),where x and y represent mass fraction of La and B,respectively,%.Additionally,according to the phase diagrams,the compound La2Fe14B was identified as a stable phase at high temperatures.It was found to be stable between 926.2 and 792.6℃;at low temperatures,however,it decomposed into α-La,α-Fe and LaFe_(4)B_(4),according to the reaction La_(2)Fe_(14)B→α-Fe+α-La+LaFe_(4)B_(4). 展开更多
关键词 solidification characteristics vertical section phase diagram equilibrium alloy high temperature stable compound
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Characteristics of wheel-rail vibration of the vertical section in high-speed railways 被引量:3
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作者 Jiuchuan YANG Kaiyun WANG Hongyu CHEN 《Journal of Modern Transportation》 2012年第1期10-15,共6页
In order to analyze the characteristics of wheel-rail vibration of the vertical section in a high-speed railway, a vehicle-line dynamics model is established using the dynamics software SIMPACK. Through this model, th... In order to analyze the characteristics of wheel-rail vibration of the vertical section in a high-speed railway, a vehicle-line dynamics model is established using the dynamics software SIMPACK. Through this model, the paper analyzes the influence of vertical section parameters, including vertical section slope and vertical curve radius, on wheel-rail dynamics interaction and the acting region of wheel-rail vibration. In addition, the characteristics of wheel- rail vibration of the vertical section under different velocities are investigated. The results show that the variation of wheel load is not sensitive to the vertical section slope but is greatly affected by the vertical curve radius. It was also observed that the smaller the vertical curve radius is, the more severe the interaction between the wheel and rail be- comes. Furthermore, the acting region of wheel-rail vibration expands with the vertical curve radius increasing. On another note, it is necessary to match the slope and vertical curve radius reasonably, on account of the influence of operation speed on the characteristics of wheel-rail vibration. This is especially important at the design stage of vertical sec- tions for lines of different grades. 展开更多
关键词 high-speed railway vertical section wheel-rail vibration SLOPE vertical curve radius
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PHASE DIAGRAM OF Nd-Fe-B TERNARY SYSTEM——Ⅱ.Two Vertical Sections with Constant Nd and B Respectively,Passing Through Nd_2Fe_(14) B Point
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作者 ZHANG Ning, Central Iron and Steel Research Institute, Ministry of Metallurgical Industry, Beijing, ChinaLUO Yang, San Huan New Material Research and Development Center, Academia Sinica, Beijing, China 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1989年第11期333-338,共6页
According to the experimental data of phase transition taken from DTA, metallography, SEM and microzone composition, two vertical sections of the ternary phase diagram (B=5.88 at.-%, Nd≤45.41 at.-% andNd_2Fe_(14)BNd_... According to the experimental data of phase transition taken from DTA, metallography, SEM and microzone composition, two vertical sections of the ternary phase diagram (B=5.88 at.-%, Nd≤45.41 at.-% andNd_2Fe_(14)BNd_(1.1)Fe_4B_4 , B≤44.56 at.-%) have been drawn in detail. It is verified that the crystallization of both Nd_2Fe_(14)B and Nd_(1.1)Fe_4B_4 phase, during cooling from melt, would take peritectic reaction instead of solid-liquid congruent precipita- tion. 展开更多
关键词 Nd-Fe-B phase diagram vertical section
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Vertical sections of Tb_(0.15)Ho_(0.85)Fe_y-Tb_(0.3)Dy_(0.7)Fe_y(y=1.85, 1.9, 2.0) in Tb-Dy-Ho-Fe system
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作者 王博文 黄文美 +3 位作者 翁玲 孙英 曹淑瑛 王志华 《Journal of Rare Earths》 SCIE EI CAS CSCD 2015年第11期1170-1174,共5页
The x(Tb0.15Ho0.85Fey)+(1–x)(Tb0.3Dy0.7Fey)(x=0, 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, 0.8, 0.9; y=1.85, 1.9, 2.0) samples were prepared by a vacuum arc furnace, and annealed at 1000 oC for 1 d and at 950 oC fo... The x(Tb0.15Ho0.85Fey)+(1–x)(Tb0.3Dy0.7Fey)(x=0, 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, 0.8, 0.9; y=1.85, 1.9, 2.0) samples were prepared by a vacuum arc furnace, and annealed at 1000 oC for 1 d and at 950 oC for a week. Three vertical sections of Tb0.15Ho0.85Fey-Tb0.3Dy0.7Fey(y=1.85, 1.9, 2.0) in the Tb-Dy-Ho-Fe system were determined using optical microscopy, scanning electron microscopy, energy dispersion X-ray spectroscopy, X-ray diffraction, and differential thermal analysis. These vertical sections consisted of two single-phase regions: L and(Tb,Dy,Ho)Fe2; four two-phase regions: L+(Tb,Dy,Ho)Fe3, L+(Tb,Dy,Ho)Fe2,(Tb,Dy,Ho)Fe2+(Tb,Dy,Ho)Fe3, and(Tb,Dy,Ho)Fe2+(Tb,Dy,Ho). The high Ho content of(Tb,Dy,Ho)Fey alloys led to the elevation of the peritectic temperature of L+(Tb,Dy,Ho)Fe3→(Tb,Dy,Ho)Fe2. The region of(Tb,Dy,Ho)Fe2 phase was shifted towards the side of rich-Ho with the Fe content increasing. It meant that the substitution of Ho for Dy or Tb had a marked effect on the solidification process of(Tb,Dy,Ho)Fe2 compounds. 展开更多
关键词 Tb-Dy-Ho-Fe system phase relationship vertical section microstructure rare earths
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Weakening effect of vertical prestress ducts on web sections in prestressed concrete box girder bridges
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作者 Shen Mingyan Zhong Xingu Yin Xuwen Shu Xiaojuan 《Engineering Sciences》 EI 2010年第2期73-79,共7页
Based on experimental study result of two simply supported beams,which were prestressed by vertical tendons,the research on the weakening effect of vertical prestress ducts on web sections of prestressed concrete box ... Based on experimental study result of two simply supported beams,which were prestressed by vertical tendons,the research on the weakening effect of vertical prestress ducts on web sections of prestressed concrete box girder was carried out. The test result shows that in the condition without grouting into the ducts,the cracking load is evidently lower than that with full grouting,and stirrup stress and principal tension stress at the surface of concrete will increase obviously. Meanwhile,the finite element analysis has been done to the test beams. The research is consistent with the analysis of finite element. The research tells that strengthening the detection and management for the vertical prestress grouting quality have an important meaning to prevent cracking of the prestressed concrete box girder bridge and provide one theoretical and testing basis for analyzing the cracking reason of such bridges. 展开更多
关键词 concrete box girder bridge vertical prestress duct weakening of web section experimental study finite element analysis
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A Simplified Nonlinear Model of Vertical Vortex-Induced Force on Box Decks for Predicting Stable Amplitudes of Vortex-Induced Vibrations 被引量:11
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作者 Le-Dong Zhu Xiao-Liang Meng +1 位作者 Lin-Qing Du Ming-Chang Ding 《Engineering》 SCIE EI 2017年第6期854-862,共9页
Wind-tunnel tests of a large-scale sectional model with synchronous measurements of force and vibration responses were carried out to investigate the nonlinear behaviors of vertical vortex-induced forces (VIFs) on t... Wind-tunnel tests of a large-scale sectional model with synchronous measurements of force and vibration responses were carried out to investigate the nonlinear behaviors of vertical vortex-induced forces (VIFs) on three typical box decks (i.e., fully closed box, centrally slotted box, and semi-closed box). The mechanisms of the onset, development, and self-limiting phenomenon of the vertical vortex-induced vibration (VlV) were also explored by analyzing the energy evolution of different vertical VIF components and their contributions to the vertical VIV responses. The results show that the nonlinear components of the vertical VIF often differ from deck to deck; the most important components of the vertical VIF, governing the stable amplitudes of the vertical VIV responses, are the linear and cubic components of velocity contained in the self-excited aerodynamic damping forces. The former provides a constant negative damping ratio to the vibration system and is thus the essential power driving the development of the VIV amplitude, while the latter provides a positive damping ratio proportional to the square of the vibration velocity and is actually the inherent factor making the VIV amplitude self-limiting. On these bases, a universal simplified nonlinear mathematical model of the vertical VIF on box decks of bridges is presented and verified in this paper; it can be used to predict the stable amplitudes of the vertical VIV of long-span bridges with satisfactory accuracy. 展开更多
关键词 Box deck of bridge vertical vortex-induced vibration vertical vortex-induced force Simplified nonlinear model Wind-tunnel test Large-scale sectional model Synchronous measurement of force and vibration
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Modeling of Strip Heating Process in Vertical Continuous Annealing Furnace 被引量:2
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作者 WAN Fei WANG Yong-qin QIN Shu-ren 《Journal of Iron and Steel Research International》 SCIE CAS CSCD 2012年第5期29-36,共8页
The mechanism for heat transfer of radiation is usually adopted to heat strip in vertical continuous annealing furnace. The rate of heat transfer among strip and other objects can be hugely affected by the parameters ... The mechanism for heat transfer of radiation is usually adopted to heat strip in vertical continuous annealing furnace. The rate of heat transfer among strip and other objects can be hugely affected by the parameters of strip speed, geometry factors and radiating characteristic of surfaces of strip, radiating tubes and walls of furnace. A model including all parameters is proposed for calculating the heat transfer coefficient, predicting the strip tempera- ture and boundary temperature of strip through analyzing these parameters. The boundary temperature is a important datum and different from average arithmetic value of temperature of strip and temperature in furnace. Also, the model can be used to analyze the relation for temperature of strip and heat transfer coefficient, total heat transfer quantity and heating time. The model is built by using the radiating heat transfer rate, the Newtonrs law of cooling, and lumped system analysis. The results of calculation are compared to the data from production line. The comparisons indicate that the model can well predict the heating process. The model is already applied for process control in pro- duction line. Also, this research will provide a new method for analyzing the radiation heat transfer. 展开更多
关键词 vertical continuous annealing furnace (VCAF) radiation tube section (RTS) radiation heat transfer heat transfer coefficient heat transfer rate
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Shallow Subsurface Stratigraphy Inferred from the Use of Vertical Electrical Soundings (VES) Survey in Central Chihuahua, Mexico
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作者 Alejandro Villalobos-Aragón Vanessa V. Espejel-García +1 位作者 Daphne Espejel-García Lucio Rivas-Lobera 《Open Journal of Geology》 2019年第1期15-28,共14页
Vertical Electrical Soundings (VES) provide fast and economical measurements used in geophysical exploration. VES were carried out in El Sauz-Encinillas (ESE) aquifer, in northern Mexico, to determine apparent resisti... Vertical Electrical Soundings (VES) provide fast and economical measurements used in geophysical exploration. VES were carried out in El Sauz-Encinillas (ESE) aquifer, in northern Mexico, to determine apparent resistivity and geoelectrical units’ thickness. Despite it being one of the three main aquifers feeding Chihuahua city, a lack of available geophysical data prevails in its northern portion. The main goal of this study was the determination of the geoelectrical units in the subsurface stratigraphy via electrical-resistivity soundings. The ESE’ aquifer is located within alluvial Quaternary sediments, with varying granulometry and reaching from a few meters to more than 600 meters of thickness at the center of the valley. Forty-five vertical electrical resistivity soundings (Schlumberger array, maximum AB/2 distance of 500 m) were performed throughout ESE aquifer’s northern portion. Field data were analyzed using software. Results illustrate a wide variability in resistivity values throughout the study area. Five geoelectrical units were identified: 1) a hardpan topsoil, with resistivity values ranging from 200 - 800 Ω-m;2) an alluvial material mixture (sand/silt) with resistivity values ranging from 25 to 100 Ω-m;3) playa lake-type material (clay/evaporites mixture) with resistivity values ranging from 0.2 to 15 Ω-m;4) a gravel/sand mixture with resistivity values from 100 to 300 Ω-m;and 5) a partly fractured rock or conglomeratic material with resistivity values ranging from 400 to 3500 Ω-m. The electrical resistivity data, therefore gives reasonably accurate results that can be used to understand the subsurface stratigraphy and basement configuration in groundwater exploration. 展开更多
关键词 GEOPHYSICS vertical Electric SOUNDINGS Geoelectrical sectionS
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Algorithm of Vertical Profiles of Radar Echoes between Any Two Points Based on Webpage and Its Application
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作者 Lei LI Haibo ZOU Zhiming HE 《Meteorological and Environmental Research》 CAS 2020年第1期34-39,共6页
Based on the puzzle data of radar reflectivity in and around Jiangxi Province,the slope profile method and the polar coordinate method were used to display the vertical profiles of radar echoes between any two points.... Based on the puzzle data of radar reflectivity in and around Jiangxi Province,the slope profile method and the polar coordinate method were used to display the vertical profiles of radar echoes between any two points.The technical route of extracting radar echo profile data by the slope method was proposed and applied to the short-term early warning platform of Jiangxi Province.A thunderstorm weather process occurring from Dongxiang to Wannian on September 23,2018 was analyzed by radar echo profiles.At present,the program has been applied to the short-term early warning platform of Jiangxi Province based on B/S architecture.The automatic drawing and display of radar echo profiles of any two points is practical for forecasters to quickly and effectively track short-term strong convection weather. 展开更多
关键词 Radar ECHO vertical section SHORT-TERM early WARNING platform
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Biomechanical effects of posterior lumbar interbody fusion with vertical placement of pedicle screws compared to traditional placement
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作者 Ji-Hong Jiang Chang-Ming Zhao +2 位作者 Jun Zhang Rong-Ming Xu Lei Chen 《World Journal of Clinical Cases》 SCIE 2024年第20期4108-4120,共13页
BACKGROUND The pedicle screw technique is widely employed for vertebral body fixation in the treatment of spinal disorders.However,traditional screw placement methods require the dissection of paraspinal muscles and t... BACKGROUND The pedicle screw technique is widely employed for vertebral body fixation in the treatment of spinal disorders.However,traditional screw placement methods require the dissection of paraspinal muscles and the insertion of pedicle screws at specific transverse section angles(TSA).Larger TSA angles require more force to pull the muscle tissue,which can increase the risk of surgical trauma and ischemic injury to the lumbar muscles.AIM To study the feasibility of zero-degree TSA vertical pedicle screw technique in the lumbosacral segment.METHODS Finite element models of vertebral bodies and pedicle screw-rod systems were established for the L4-S1 spinal segments.A standard axial load of 500 N and a rotational torque of 10 N/m were applied.Simulated screw pull-out experiment was conducted to observe pedicle screw resistance to pull-out,maximum stress,load-displacement ratio,maximum stress in vertebral bodies,load-displacement ratio in vertebral bodies,and the stress distribution in pedicle screws and vertebral bodies.Differences between the 0-degree and 17-degree TSA were compared.RESULTS At 0-degree TSA,the screw pull-out force decreased by 11.35%compared to that at 17-degree TSA(P<0.05).At 0-degree and 17-degree TSA,the stress range in the screw-rod system was 335.1-657.5 MPa and 242.8-648.5 MPa,separately,which were below the fracture threshold for the screw-rod system(924 MPa).At 0-degree and 17-degree TSA,the stress range in the vertebral bodies was 68.45-78.91 MPa and 39.08-72.73 MPa,separately,which were below the typical bone yield stress range for vertebral bodies(110-125 MPa).At 0-degree TSA,the load-displacement ratio for the vertebral bodies and pedicle screws was slightly lower compared to that at 17-degree TSA,indicating slightly lower stability(P<0.05).CONCLUSION The safety and stability of 0-degree TSA are slightly lower,but the risks of screw-rod system fracture,vertebral body fracture,and rupture are within acceptable limits. 展开更多
关键词 vertical pedicle screw Pedicle screw technique Transverse section angle Lumbosacral segment Finite element analysis
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西南地区某铁路站场高填方土压力实测分析
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作者 吴浩 肖玉林 +4 位作者 张春龙 邹华 秦舒桢 李国峰 雷胜友 《山西建筑》 2026年第2期129-133,共5页
为了探究大临铁路站场的高填方结构中土压力的变化规律,在高填方中布设了多排土压力盒,同时在高填方底部的涵洞左右肩处各布设了一排土压力盒,经过两年多监测,发现填土中竖向土压力随填土高度的增加而增加,随距填土体顶面距离的增加呈... 为了探究大临铁路站场的高填方结构中土压力的变化规律,在高填方中布设了多排土压力盒,同时在高填方底部的涵洞左右肩处各布设了一排土压力盒,经过两年多监测,发现填土中竖向土压力随填土高度的增加而增加,随距填土体顶面距离的增加呈现先增加后减少的态势,总体符合梅耶霍夫准则,反映出土拱效应。沿填土体的横截面方向比较,发现在填土的初期阶段,竖向土压力沿横断面分布相对均匀,第一层土压力随着填土体高度的增加而增加,表现出左边大、右边小的变化规律,高填方竣工后,横断面上土压力数值还在调整变化,整个曲线在横向呈S状分布,与第一层土压力相比,第二层以及后续填土层的竖向土压力虽然也随填土体高度的增加而增加,但在横向则呈R状分布。涵洞左肩处土压力随填土高度的增加而增加,表现为左端的土压力最大,右端土压力最小,沿涵洞轴线方向呈波浪式衰减,填土竣工后,土压力稳定,呈多峰的马鞍型分布。涵洞右肩土处的压力分布稍有不同,在洞轴线中部土压力分布相对比较均匀。 展开更多
关键词 竖向土压力 土拱效应 横断面 填土体 涵洞肩部
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大直径变截面与等截面单桩竖向承载特性差异研究
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作者 王伟 《国防交通工程与技术》 2026年第1期13-18,12,共7页
为探明大直径变截面与等截面单桩竖向承载特性差异,基于某大桥实体工程,借助有限元软件建立变截面入土深度1/4、2/4、3/4及等截面群桩基础模型,研究竖向荷载作用下群桩的角桩荷载-沉降、桩身轴力及桩侧摩阻力变化规律。主要结论如下:相... 为探明大直径变截面与等截面单桩竖向承载特性差异,基于某大桥实体工程,借助有限元软件建立变截面入土深度1/4、2/4、3/4及等截面群桩基础模型,研究竖向荷载作用下群桩的角桩荷载-沉降、桩身轴力及桩侧摩阻力变化规律。主要结论如下:相同竖向荷载下变截面桩单桩顶沉降略大于等截面,且随变截面入土深度的增加,沉降差逐渐减小;与等截面桩型相比,采用变截面桩型对极限承载力影响甚微;竖向荷载作用下变截面与等截面单桩桩身轴力衰减规律相似,但变截面单桩桩身轴力在变截面位置突增;桩身材料利用率随着变截面入土深度的增加先增大后趋于稳定,其在变截面位置为桩基入土深度的3/4时最优;变截面位置小于1/4桩基入土深度或位于软弱土层中会影响桩侧负摩阻力及其分布范围,影响单桩轴力峰值,降低单桩的承载力。建议桥梁桩基选型时,在满足承载力的要求下,综合考虑桩身桩周岩土体性质及桩身材料利用率,合理设计变截面位置。 展开更多
关键词 大直径变截面桩 等截面桩 群桩基础 竖向承载特性 差异研究
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自适应库水位变幅的竖缝式鱼道出口优化及通过性分析
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作者 郑铁刚 张志广 +3 位作者 孙双科 李广宁 柳海涛 温静雅 《水利学报》 北大核心 2025年第7期853-861,共9页
在过去的30年里,竖缝式鱼道是国内外流行的鱼道设计型式之一。鱼道出口段水深设计是影响整个鱼道运行过程中鱼类洄游的主要因素之一。为了适应鱼道上游水位的频繁变动,提出了一种新的竖缝式鱼道出口段设计方法,鱼道出口段由深水段、溢... 在过去的30年里,竖缝式鱼道是国内外流行的鱼道设计型式之一。鱼道出口段水深设计是影响整个鱼道运行过程中鱼类洄游的主要因素之一。为了适应鱼道上游水位的频繁变动,提出了一种新的竖缝式鱼道出口段设计方法,鱼道出口段由深水段、溢流段和浅水段三部分组成。通过开展物理模型试验与数值模拟计算对鱼道出口段水力特性进行详细研究。研究结果表明,无论鱼道出口处的水位如何,浅水段的水深和速度分布都是均匀的;但由于溢流段的设置,深水段的水力学指标沿程分布不均匀,受壅水影响导致溢流段上游池室竖缝断面流速降低;不同上游水位条件下,溢流段通过溢流平衡了鱼道出口和入口之间的流量,且溢流量满足薄壁侧堰泄流关系式。综合分析可见,鱼道出口段水力特性满足洄游鱼类上溯需求,表明竖缝式鱼道单出口设计方案是可行的,适用于日调节水库。 展开更多
关键词 竖缝式鱼道 单出口 水位变幅 溢流段 水力特性
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一种新型截面浮式防波堤的消波性能研究
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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10期1921-1931,共11页
针对现有浮式防波堤难以消减较长周期波浪的局限性,本文提出了一种新的截面型式的浮式防波堤。利用西门子Star CCM+软件,通过一系列数值波浪水槽试验,开展了该新型截面防波堤的消波性能分析。结果表明:在入射波周期T=10 s的条件下,本文... 针对现有浮式防波堤难以消减较长周期波浪的局限性,本文提出了一种新的截面型式的浮式防波堤。利用西门子Star CCM+软件,通过一系列数值波浪水槽试验,开展了该新型截面防波堤的消波性能分析。结果表明:在入射波周期T=10 s的条件下,本文提出的新型截面防波堤的透射系数相较于已有的整体尺寸近似或截面面积接近的浮式防波堤降低约20%;本文进一步分析了截面局部尺寸对该浮式防波堤消波性能的影响,当水平导浪板的长度由5 m增加至9 m,T=10 s波浪下该防波堤的透射系数可由0.6降至0.5。此外,在底部增设多列竖直板可使透射系数降低5%~12%,有效地增强了防波堤的性能。 展开更多
关键词 浮式防波堤 消波性能 新型截面 消波模块 数值波浪水槽试验 透射系数 挡浪墙 底部竖板
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基于双切面超声影像组学的联合模型鉴别诊断乳腺肿块良恶性的临床价值
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作者 汪孝信 王杨 +6 位作者 隋琳 冯博健 周雅罕 袁盛兴 魏洪芬 李世岩 徐栋 《临床超声医学杂志》 2025年第5期376-383,共8页
目的基于双切面(长轴最大切面、短轴垂直切面)超声影像组学构建联合模型,探讨其鉴别诊断乳腺肿块良恶性的临床价值。方法选取浙江大学医学院附属邵逸夫医院、云南省曲靖市第一人民医院经病理确诊的237例乳腺肿块患者,均为单发病灶,按照7... 目的基于双切面(长轴最大切面、短轴垂直切面)超声影像组学构建联合模型,探讨其鉴别诊断乳腺肿块良恶性的临床价值。方法选取浙江大学医学院附属邵逸夫医院、云南省曲靖市第一人民医院经病理确诊的237例乳腺肿块患者,均为单发病灶,按照7∶3比例将其随机分为训练集166例(良性肿块88例,恶性肿块78例)和验证集71例(良性肿块39例,恶性肿块32例),比较训练集中乳腺良恶性肿块患者年龄及超声图像特征的差异,使用多因素Logistic回归分析构建临床超声特征模型(模型1);使用3D-Slicer软件分别于长轴最大切面、短轴垂直切面勾画感兴趣区,同时自动适形外扩3 mm,使用Slicer Radiomics插件提取肿块双切面影像组学特征,经过标准化处理及特征筛选降维,使用支持向量机(SVM)分别构建长轴最大切面模型(模型2)、短轴垂直切面模型(模型3)、双切面(长轴最大切面+短轴垂直切面)模型(模型4)、双切面联合临床超声特征模型(模型5)。绘制受试者工作特征(ROC)曲线分析各模型在训练集和验证集中鉴别诊断乳腺肿块良恶性的诊断效能;临床决策曲线评价各模型的临床适用性。结果训练集中乳腺良恶性肿块患者年龄及肿块最大径、血流分级、BI-RADS分类比较差异有统计学意义(均P<0.05)。将其纳入多因素Logistic回归分析,结果显示患者年龄、BI-RADS分类均为鉴别诊断乳腺肿块良恶性的独立影响因素(OR=1.061、19.100,均P<0.001)。模型1在训练集和验证集中鉴别诊断乳腺肿块良恶性的曲线下面积(AUC)分别为0.89、0.89,灵敏度、特异度、准确率分别为88.4%、80.7%、84.3%和87.5%、82.0%、84.5%;模型2在训练集和验证集中鉴别诊断乳腺肿块良恶性的AUC分别为0.87、0.85,灵敏度、特异度、准确率分别为75.6%、88.6%、82.5%和78.1%、76.9%、77.4%;模型3在训练集和验证集中鉴别诊断乳腺肿块良恶性的AUC为0.90、0.90,灵敏度、特异度、准确率分别为76.9%、84.1%、80.7%和78.1%、89.7%、84.5%;模型4在训练集和验证集中鉴别诊断乳腺肿块良恶性的AUC为0.92、0.92,灵敏度、特异度、准确率分别为74.3%、89.8%、82.5%和75.0%、89.7%、83.1%;模型5在训练集和验证集中鉴别诊断乳腺肿块良恶性的AUC为0.98、0.94,灵敏度、特异度、准确率分别为94.9%、88.6%、91.6%和87.5%、94.9%、91.55,其中模型5的AUC高于模型1、模型2,模型4的AUC高于模型2,差异均有统计学意义(均P<0.05);模型3、模型4、模型5的特异度高于模型1,模型5、模型1的灵敏度高于模型2、模型3、模型4,差异均有统计学意义(均P<0.05)。临床决策曲线分析显示,在验证集中模型5在概率阈值为0.30~0.95时临床净获益最高,模型4在概率阈值为0.40~0.90时临床净获益次之,模型1、模型2、模型3在概率阈值为0.40~0.90时临床净获益均小于模型4、模型5。结论基于双切面超声影像组学的联合模型在鉴别诊断乳腺肿块良恶性中具有较高的临床价值。 展开更多
关键词 超声检查 超声影像组学 长轴最大切面 短轴垂直切面 乳腺肿块 良恶性
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基于方形截面的异形桩设计与竖向承载性能
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作者 蒋德 陈臻林 《科学技术与工程》 北大核心 2025年第31期13567-13576,共10页
桩基础被广泛应用于高层建筑物地基建设中,但传统方桩通常因需要抵抗竖向荷载的作用而采用大尺寸和密集布置,导致成本不够经济。鉴于此,设计了一种新的适用于高层建筑的异形截面桩,通过扩大桩与土体的接触面积来提升桩的极限承载力。基... 桩基础被广泛应用于高层建筑物地基建设中,但传统方桩通常因需要抵抗竖向荷载的作用而采用大尺寸和密集布置,导致成本不够经济。鉴于此,设计了一种新的适用于高层建筑的异形截面桩,通过扩大桩与土体的接触面积来提升桩的极限承载力。基于桩基承载力理论,分析了内凹边数和内凹角度对异形桩几何特性的影响。针对异形桩在不同内凹边数和内凹角度下对竖向承载性能的影响规律开展了有限元数值模拟。结果表明,异形桩的截面周长和桩侧面积随内凹边数和内凹角度的增加而增大,达到等截面积方桩的1.01~1.78倍,其中内凹角度对截面周长的影响最显著。异形桩的截面最大惯性矩随内凹边数的增加呈现先增后减的趋势,而随内凹角度的增加持续增加。在相同内凹角度下,两个内凹边的异形桩截面最大惯性矩最大。增加桩截面的内凹边数和内凹角度可有效提升桩的侧摩阻力和极限承载力,其中极限承载力是等截面方桩的1.05~1.92倍。研究结果可为解决异形桩选型及优化设计等相关问题提供参考。 展开更多
关键词 桩基础 方形截面 截面几何特性 竖向承载性能 数值模拟
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重复使用火箭垂直着陆段在线轨迹优化方法
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作者 施棋 齐瑞云 +1 位作者 佘宇琛 胡存明 《北京航空航天大学学报》 北大核心 2025年第5期1760-1769,共10页
重复使用运载火箭垂直着陆段在制导中存在初始条件不确定、过程约束复杂和终端约束严苛的问题,针对这些问题,提出了一种结合凸优化和四次多项式制导的在线轨迹优化方法。采用考虑终端姿态约束和以燃料最优为目标的四次多项式制导方法,... 重复使用运载火箭垂直着陆段在制导中存在初始条件不确定、过程约束复杂和终端约束严苛的问题,针对这些问题,提出了一种结合凸优化和四次多项式制导的在线轨迹优化方法。采用考虑终端姿态约束和以燃料最优为目标的四次多项式制导方法,计算得到初始轨迹和终端着陆时间;根据不同的初始条件得到不同的轨迹和时间,确保在不同初始条件下凸优化均能求解成功。同时,将初始轨迹代入同样以燃料最优为目标的凸优化算法,得到制导指令并满足过程约束和终端约束条件,实现软着陆。仿真分析表明相比于常值凸优化算法,所提出的方法对不同偏差的适应性更好,着陆成功率更高,并且省略了着陆终端时间寻优的过程,求解效率更高,使用的燃料更少。 展开更多
关键词 重复使用运载火箭 垂直着陆段 凸优化 轨迹优化 软着陆
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照度与线形耦合作用下的海底隧道交通流运行特性
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作者 潘福全 何水苗 +3 位作者 董炳洁 张丽霞 王召强 张素磊 《深圳大学学报(理工版)》 北大核心 2025年第4期482-492,共11页
为提升海底隧道行车安全性,研究照度与线形耦合作用下海底隧道交通流运行特征变化规律.通过采集海底隧道的照度、下坡度和上坡度等交通环境与结构参数,以及跟驰状态下的车辆速度、车头间距和加速度等交通流特性参数,量化分析海底隧道照... 为提升海底隧道行车安全性,研究照度与线形耦合作用下海底隧道交通流运行特征变化规律.通过采集海底隧道的照度、下坡度和上坡度等交通环境与结构参数,以及跟驰状态下的车辆速度、车头间距和加速度等交通流特性参数,量化分析海底隧道照度、坡度、平曲线半径与速度、车头间距和加速度之间的变化规律,建立照度与平纵线形作用下的车速、车头间距、纵向加速度及横向加速度变化数学模型.结果表明,在具有明显坡度的海底隧道出入口段,速度、车头间距与照度存在明显负相关性;隧道内的车速、车头间距与坡度呈明显相关性;纵向加速度受出入口段照度和坡度影响显著,横向加速度受出入口段照度和坡度影响不显著;车速与平曲线半径呈正相关性,横向加速度与平曲线半径呈负相关性.此特性规律有助于海底隧道运行管理部门采取针对性措施,减少事故发生,提升交通安全水平. 展开更多
关键词 公路运输 海底隧道 照度 平纵线形 出入口段 交通流运行特性
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硬塑黏土层中垂直向上顶管施工方法研究
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作者 李政委 李颜颜 +2 位作者 余二林 刘金龙 汪东林 《建材技术与应用》 2025年第5期122-127,共6页
采用垂直向上顶管施工技术对城市地下综合管廊的竖向通风口或安全井进行施工,可有效提高施工速度、降低对周边环境的影响,但其施工工作面狭窄、对已顶进的竖向管节进行约束与固定的难度较大。故采用一种垂直向上顶管施工方法,主要步骤... 采用垂直向上顶管施工技术对城市地下综合管廊的竖向通风口或安全井进行施工,可有效提高施工速度、降低对周边环境的影响,但其施工工作面狭窄、对已顶进的竖向管节进行约束与固定的难度较大。故采用一种垂直向上顶管施工方法,主要步骤包括施工准备、施工垫层、隧道拱顶注浆、地表引孔埋设塑料管、组装弧形支架、破除隧道拱顶顶管施工位置、安装顶进固定架、安装顶管机、土体注水软化及管节顶进作业等。施工时需使用匹配的新型弧形支架,其由底部纵梁、弧形立柱与顶部纵梁焊接而成,两片弧形支架可通过底部横梁与顶部横梁组装而成,并设置可供夹抱装置卡入的匹配结构,实现对已施工管节的止退作用。在顶进施工开始前向塑料管内注水,能浸润和软化顶进施工正上方被切削土体,降低顶进施工时顶管机切削土体的难度。 展开更多
关键词 垂直向上顶管 弧形支架 管节 注水
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