期刊文献+
共找到860篇文章
< 1 2 43 >
每页显示 20 50 100
Wave height measurement in the Taiwan Strait with a portable high frequency surface wave radar 被引量:5
1
作者 ZHOU Hao ROARTY Hugh WEN Biyang 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2015年第1期73-78,共6页
As an important equipment for sea state remote sensing, high frequency surface wave radar (HFSWR) has received more and more attention. The conventional method for wave height inversion is based on the ratio of the ... As an important equipment for sea state remote sensing, high frequency surface wave radar (HFSWR) has received more and more attention. The conventional method for wave height inversion is based on the ratio of the integration of the second-order spectral continuum to that of the first-order region, where the strong external noise and the incorrect delineation of the first- and second-order Doppler spectral regions due to spectral aliasing are two major sources of errors in the wave height. To account for these factors, two more indices are introduced to the wave height estimation, i.e., the ratio of the maximum power of the second-or- der continuum to that of the Bragg spectral region (RSCB) and the ratio of the power of the second harmonic peak to that of the Bragg peak (RSHB). Both indices also have a strong correlation with the underlying wave height. On the basis of all these indices an empirical model is proposed to estimate the wave height. This method has been used in a three-months long experiment of the ocean state measuring and analyzing ra- dar, type S (OSMAR-S), which is a portable HFSWR with compact cross-loop/monopole receive antennas developed by Wuhan University since 2006. During the experiment in the Taiwan Strait, the significant wave height varied from 0 to 5 m. The significant wave heights estimated by the OSMAR-S correlate well with the data provided by the Oceanweather Inc. for comparison, with a correlation coefficient of 0.74 and a root mean square error (RMSE) of 0.77 m. The proposed method has made an effective improvement to the wave height estimation and thus a further step toward operational use of the OSMAR-S in the wave height extraction. 展开更多
关键词 wave height high frequency surface wave radar field experiment COMPARISON Taiwan Strait
在线阅读 下载PDF
INFLUENCE OF LOADING RATE AND SPECIMEN HEIGHT ON FLEXURAL STRENGTH OF Al_2O_3 AT HIGH TEMPERATURES 被引量:1
2
作者 S.H. Bai, S.R. Qiao, S.R. Zhou and M.K. Kang Faculty 401, Northwestern Polytechnical University, Xian 710072, China 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1999年第1期36-39,共4页
In this paper, the influence of loading rate and specimen height on flexural strength of Al2O3 at high temperatures has been studied by three-point bending method. The experimental results show that the flexural stren... In this paper, the influence of loading rate and specimen height on flexural strength of Al2O3 at high temperatures has been studied by three-point bending method. The experimental results show that the flexural strength of Al2O3 decreases with increasing specimen height at room temperature, and it tends to stability when height increases to a certain degree (h=5mm in this paper), while the flexural strength of Al2O3 variates unapparently at high temperature with increasing height. There is a critical loading rate R . c. When loading rate R . is less than R . c, the flexural strength of Al2O3 increases with increasing loading rate and it drops sharply when loading rate is higher than R . c. The sensitivity of flexural strength to the loading rate decreases with elevating temperatures. 展开更多
关键词 loading rate specimen height high temperature flexural strength
在线阅读 下载PDF
Height of fractured zone inside overlying strata under high-intensity mining in China 被引量:3
3
作者 Wenbing Guo Gaobo Zhao +1 位作者 Gaozhong Lou Shuren Wang 《International Journal of Mining Science and Technology》 EI CSCD 2019年第1期45-49,共5页
The height of fractured zone(HFZ) at the high-intensity longwall mining panel plays a vital role in the safety analysis of coal mining under bodies of water. This paper described definitions of the highintensity minin... The height of fractured zone(HFZ) at the high-intensity longwall mining panel plays a vital role in the safety analysis of coal mining under bodies of water. This paper described definitions of the highintensity mining. The processes of overburden failure transfer(OFT) were analyzed, which were divided into the development stage and the termination stage. Through theoretical analysis, the limited suspension-distance and the limited overhanging distance were proposed to judge the damage of each stratum. Mechanical models of strata suspended integrity and overhanging stability were established.A theoretical method to predict the HFZ at the high-intensity longwall mining panel was put forward based on the processes of OFT. Taking a high-intensity longwall mining panel(No. 11915 panel) as an example, the theoretical method proposed, the engineering analogy and the empirical formulas in the Regulation were used to predict the HFZ. The results show that the theoretical result is consistent with the engineering analogies' result and empirical formulas' result. The rationality and reliability of the theoretical method proposed is verified. 展开更多
关键词 high-intensity MINING OVERBURDEN failure height of fractured zone Overlying STRATA movement
在线阅读 下载PDF
Wave height estimation using the singular peaks in the sea echoes of high frequency radar 被引量:1
4
作者 ZHOU Hao WEN Biyang 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2018年第1期108-114,共7页
The popular methods to estimate wave height with high-frequency(HF) radar depend on the integration over the second-order spectral region and thus may come under from even not strong external interference. To improv... The popular methods to estimate wave height with high-frequency(HF) radar depend on the integration over the second-order spectral region and thus may come under from even not strong external interference. To improve the accuracy and increase the valid detection range of the wave height measurement, particularly by the smallaperture radar, it is turned to singular peaks which often exceed the power of other frequency components. The power of three kinds of singular peaks, i.e., those around ±1,±√2 and ±1√2 times the Bragg frequency, are retrieved from a one-month-long radar data set collected by an ocean state monitoring and analyzing radar,model S(OSMAR-S), and in situ buoy records are used to make some comparisons. The power response to a wave height is found to be described with a new model quite well, by which obvious improvement on the wave height estimation is achieved. With the buoy measurements as reference, a correlation coefficient is increased to 0.90 and a root mean square error(RMSE) is decreased to 0.35 m at the range of 7.5 km compared with the results by the second-order method. The further analysis of the fitting performance across range suggests that the peak has the best fit and maintains a good performance as far as 40 km. The correlation coefficient is 0.78 and the RMSE is 0.62 m at 40 km. These results show the effectiveness of the new empirical method, which opens a new way for the wave height estimation with the HF radar. 展开更多
关键词 high frequency radar wave height Bragg peak singular peak ocean state monitoring and analyzing radar
在线阅读 下载PDF
时速250km高铁全高站台门气动荷载与结构响应特性试验研究
5
作者 蒋尧 刘舫泊 +2 位作者 杨吉忠 金旭炜 刘峻屹 《铁道标准设计》 北大核心 2026年第1期218-224,共7页
为进一步探明高速铁路全高站台门的气动荷载与结构响应特性,为站台门结构设计提供依据,依托某设计时速250 km高速铁路地下车站(四线双岛式),开展列车高速过站空气动力学效应现场试验,获得全高站台门的气动荷载和结构响应测试数据,分析... 为进一步探明高速铁路全高站台门的气动荷载与结构响应特性,为站台门结构设计提供依据,依托某设计时速250 km高速铁路地下车站(四线双岛式),开展列车高速过站空气动力学效应现场试验,获得全高站台门的气动荷载和结构响应测试数据,分析气动荷载特性及其产生机理,并讨论列车过站速度、站台门位置等因素对气动荷载和结构响应的影响。结果表明:(1)列车高速过站时全高站台门内外两侧均经历多次压力波动,且波动幅值差异大,气动荷载应为两侧压力差;(2)站台门最大气动荷载由列车经过测点时产生,隧道入口和出口压力波产生的气动荷载较小;(3)列车过站速度越快,站台门承受的气动荷载越大,以时速250 km过站时最大气动荷载约为1.1 kPa;(4)气动荷载将导致站台门玻璃产生弹性变形,变形量随时间的变化规律与气动荷载一致,以时速250 km过站时最大弹性变形量为7.07 mm;(5)气动荷载导致的站台门结构振动具有明显的低频脉冲特性,站台门立柱、玻璃振动主频约为40,15 Hz,玻璃的振动频率更低、振幅更大。 展开更多
关键词 高速铁路 全高站台门 气动荷载 结构响应 现场试验
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
6
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
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
7
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
颌后缩型成人骨性Ⅱ类错[牙合]伴高角患者矫治前后下颌垂直高度与颞下颌关节形态变化的研究
8
作者 郜罕 赵彦霞 +4 位作者 陈捷 尹志刚 王逸群 刘平燕 张翠芬 《实用医院临床杂志》 2026年第1期136-141,共6页
目的探究下颌后缩型成人骨性Ⅱ类错[牙合]伴高角患者矫治前后下颌垂直高度控制参数与颞下颌关节(TMJ)形态学参数变化的相关性。方法选取我院2019年1月至2024年1月收治的163例成人骨性Ⅱ类错[牙合]伴高角患者。将患者锥形束CT(CBCT)影像... 目的探究下颌后缩型成人骨性Ⅱ类错[牙合]伴高角患者矫治前后下颌垂直高度控制参数与颞下颌关节(TMJ)形态学参数变化的相关性。方法选取我院2019年1月至2024年1月收治的163例成人骨性Ⅱ类错[牙合]伴高角患者。将患者锥形束CT(CBCT)影像数据导入Mimics20软件,测量下颌垂直高度控制参数[前颅底-下颌平面角(SN-MP)、后面高与前面高比值(S-Go/N-Me)及下颌真性旋转角(XiPm-SN)]、TMJ骨性形态学参数[髁突宽度(CW)、髁突长度(CL)、髁突体积(CV)、髁突表面积(CSA)、关节窝宽度(FW)、关节窝长度(FL)、关节窝深度(FD)、关节结节角(NA)、关节前间隙(AS)、关节上间隙(SS)、关节后间隙(RS)、髁突中间隙(MS)、髁突内间隙(IS)、髁突外间隙(ES)]值,分析下颌垂直向控制参数与TMJ形态学参数的相关性。结果患者矫治后SN-MP角、S-Go/N-Me及XiPm-SN角均明显减小,差异有统计意义(PP<0.05);矫治后CW、CL、CV、CSA、FW、FD、NA明显增大,IS、ES明显减小,但FL、AS、SS、RS、MS无明显变化;△_(SN-MP)角与△_(IS)、△_(ES)呈正相关(P<0.05),△_(S-Go/N-Me)与△_(CW)、△_(FW)呈负相关(P<0.05),与△_(IS)、△_(ES)呈正相关P<0.05),△_(XiPm-SN)角与△_(IS)、△_(ES)呈正相关(P<0.05)。结论矫治前后SN-MP角、S-Go/N-Me及XiPm-SN角的变化量与髁突及关节窝宽度和髁突内/外间隙的变化量有关,以此作微种植体支抗设计参考有助于下颌获得良好的高度控制,以改善成人骨性Ⅱ类错[牙合]伴高角患者侧貌。 展开更多
关键词 骨性Ⅱ类错[牙合] 高角 垂直高度控制 颞下颌关节 相关性
暂未订购
基于YOLOv8视频图像分析的近岸海域的波高和周期观测方法研究
9
作者 郑越 陈智杰 +4 位作者 林旻 孙全 乐治济 曹超 曾志 《应用海洋学学报》 北大核心 2026年第1期114-120,共7页
近海波浪观测在海洋水文、预报、防灾减灾及海岸带管理中具有重要意义。本研究首次采用YOLOv8模型技术对近岸海域的波高和周期进行精确估算。与传统的浮标、压力式测波仪和声学测波仪相比,本研究使用分辨率为2 304×1 296像素的高... 近海波浪观测在海洋水文、预报、防灾减灾及海岸带管理中具有重要意义。本研究首次采用YOLOv8模型技术对近岸海域的波高和周期进行精确估算。与传统的浮标、压力式测波仪和声学测波仪相比,本研究使用分辨率为2 304×1 296像素的高清摄像头拍摄海面浮标视频,并利用YOLOv8深度学习模型进行训练和推理。通过分析浮标上下波动的图像数据,计算出波高和周期等参数,浮标位置识别精度达到像素级(厘米级),与岸用测波仪的人工观测结果基本一致。实验结果表明,基于YOLOv8模型从高清海洋浮标视频中提取浮标位置特征进行波高和周期估算的方法是可行的,为海洋波浪观测提供了一种高效且低成本的新途径。 展开更多
关键词 高清视频 YOLOv8 波浪观测 波高和周期
在线阅读 下载PDF
含半地下室的高层多塔楼结构设计 被引量:1
10
作者 周瑞钦 《福建建设科技》 2026年第1期15-18,共4页
部分建筑所处的场地高差较大,其地下室部分区域无覆土。在结构设计中存在风及地震作用的调整、抗浮水位的选择等荷载取值问题,同时也涉及结构复杂类型的界定、嵌固端位置的选择以及房屋高度与基础埋深的起算点等多个结构抗震概念问题。... 部分建筑所处的场地高差较大,其地下室部分区域无覆土。在结构设计中存在风及地震作用的调整、抗浮水位的选择等荷载取值问题,同时也涉及结构复杂类型的界定、嵌固端位置的选择以及房屋高度与基础埋深的起算点等多个结构抗震概念问题。本文以保障性住房龙秋公寓的结构设计为例,剖析设计中的各项结构疑难问题及解决方案,可为带有半地下室的高层建筑结构设计、方案优化和选择提供参考。 展开更多
关键词 高层建筑 半地下室 抗浮水位 房屋高度
在线阅读 下载PDF
Analysis of the Simulated Climatic Characters of the South Asia High with a Flexible Coupled Ocean-Atmosphere GCM 被引量:4
11
作者 黄樱 钱永甫 《Advances in Atmospheric Sciences》 SCIE CAS CSCD 2007年第1期136-146,共11页
The ability of a climate model to reproduce the climatic characters of the South Asia High (SAH) is assessed by analyzing the 110-yr output of a Flexible Coupled GCM, version 0 (FGCM-0). Comparing the results of F... The ability of a climate model to reproduce the climatic characters of the South Asia High (SAH) is assessed by analyzing the 110-yr output of a Flexible Coupled GCM, version 0 (FGCM-0). Comparing the results of FGCM-0 with the NCEP/NCAR reanalysis data, the major findings show that FGCM-0 has better results in simulation of the geopotential height field at 100 hPa, and reproduces fairly the main atmospheric circulation centers. However, there are still some differences in the simulated results compared with the reanalysis data. The coupled model also successfully reproduces the mean seasonal variation of the SAH, that is, it moves from the Pacific Ocean to the Asian continent, remaining over the Tibetan Plateau from winter to summer, and then withdraws from the Tibetan Plateau to the Pacific Ocean from summer to winter. However, such observed relationships between the SAH positions and the summer precipitation patterns cannot be fairly reproduced in the FGCM-0. 展开更多
关键词 South Asia high (SAH) FGCM-0 geopotential height seasonal variation SAH characteristic parameters
在线阅读 下载PDF
Transverse Joint Aperture Simulation of High Arch Dam Based on Measured Temperature in Construction Period
12
作者 ZHANG Chao CHANG Xiaolin +1 位作者 LIU Xinghong DUAN Yin 《Wuhan University Journal of Natural Sciences》 CAS 2014年第4期361-368,共8页
Transverse joint aperture is of certain reference value to ensure joint grouting quality and overall safety of high arch dam. A 3D isoparametric joint element model with spherical surface key grooves and finite thickn... Transverse joint aperture is of certain reference value to ensure joint grouting quality and overall safety of high arch dam. A 3D isoparametric joint element model with spherical surface key grooves and finite thickness is used to simulate a transverse joint. A set of program is developed to simulate the transverse joint ap- erture of Dagangshan high arch dam. Combined with the measured temperatures, the whole developing process of Dagangshan arch dam's transverse joint aperture is simulated. The real work behav- ior of transverse joint, thermal and mechanical properties of con- crete, pouring process, joint grouting temperature and cantilever height of high arch dam are considered during the simulation. The simulation results show that the lower of the joint grouting tem- perature, the larger value of transverse joint aperture; the higher of cantilever height during the construction period, the smaller value of transverse joint aperture. 展开更多
关键词 high arch dam simulation analysis transverse jointaperture temperature field cantilever height
原文传递
Optical-Elevation Data Co-Registration and Classification-Based Height Normalization for Building Detection in Stereo VHR Images 被引量:1
13
作者 Alaeldin Suliman Yun Zhang 《Advances in Remote Sensing》 2017年第2期103-119,共17页
Building detection in very high resolution (VHR) images is crucial for mapping and analysing urban environments. Since buildings are elevated objects, elevation data need to be integrated with images for reliable dete... Building detection in very high resolution (VHR) images is crucial for mapping and analysing urban environments. Since buildings are elevated objects, elevation data need to be integrated with images for reliable detection. This process requires two critical steps: optical-elevation data co-registration and aboveground elevation calculation. These two steps are still challenging to some extent. Therefore, this paper introduces optical-elevation data co-registration and normalization techniques for generating a dataset that facilitates elevation-based building detection. For achieving accurate co-registration, a dense set of stereo-based elevations is generated and co-registered to their relevant image based on their corresponding image locations. To normalize these co-registered elevations, the bare-earth elevations are detected based on classification information of some terrain-level features after achieving the image co-registration. The developed method was executed and validated. After implementation, 80% overall-quality of detection result was achieved with 94% correct detection. Together, the developed techniques successfully facilitate the incorporation of stereo-based elevations for detecting buildings in VHR remote sensing images. 展开更多
关键词 Building Detection Very high Resolution Images Optical-Elevation Data CO-REGISTRATION Classification-Based height Normalization
暂未订购
腰椎高椎间隙患者再手术原因及临床特点分析 被引量:1
14
作者 乔涵 张凯 +3 位作者 孙晓江 程晓非 赵长清 赵杰 《中国脊柱脊髓杂志》 北大核心 2025年第5期477-483,共7页
目的:分析腰椎高椎间隙患者再手术的原因及临床特点,探讨腰椎高椎间隙的充分恢复是否影响临床疗效,评估恢复高椎间隙对腰椎-骨盆力线的影响。方法:收集2014年1月~2024年11月在我院接受高椎间融合器(≥14mm)置入的42例腰椎再手术患者的... 目的:分析腰椎高椎间隙患者再手术的原因及临床特点,探讨腰椎高椎间隙的充分恢复是否影响临床疗效,评估恢复高椎间隙对腰椎-骨盆力线的影响。方法:收集2014年1月~2024年11月在我院接受高椎间融合器(≥14mm)置入的42例腰椎再手术患者的临床资料,男23例,女19例;年龄41~85岁(59.5±8.6岁)。原节段再手术23例,纳入原节段再手术组(A组);19例因邻椎退变再手术,纳入邻椎再手术组(B组)。统计患者再手术与前次手术时间间隔,术前与术后末次随访时的疼痛视觉模拟量表(visual analogue scale,VAS)评分和日本骨科协会(Japanese Orthopaedic Association,JOA)评分。测量B组患者椎间隙高度(intervertebral space height,IVSH)、前次融合节段融合面积、前次手术节段屈伸活动角度、再手术节段椎间盘Pfirrmann分级、骨盆入射角(pelvic inclination,PI)、骨盆倾斜角(pelvic tilt,PT)、腰椎前凸角(lumbar lordosis,LL),按前次手术融合节段椎间隙是否充分恢复分为高椎间隙组(B1组,充分恢复)和低椎间隙组(B2组,未充分恢复),比较两组患者的上述参数。结果:42例患者再手术均顺利完成,本次手术为第二次手术36例(85.7%),第三次手术5例(11.9%),第四次手术1例(2.4%);共再手术54个下腰椎节段,其中L3/417个(31.5%),L4/530个(55.6%),L5/S17个(12.9%)。B1组两次手术间隔时间为9.55±3.47年,高于B2组(4.55±3.62年)及A组(3.29±5.36年)。随访0.25~11年(6.24±2.96年),末次随访时A组、B1组和B2组患者VAS评分及JOA评分较术前均显著性改善(P<0.05);B2组术前VAS评分高于A组(P<0.05),JOA评分低于A组(P<0.01),末次随访时JOA评分低于A组(P<0.05),B1组术前JOA评分低于A组(P<0.01)。B1组前次手术节段的椎间融合面积与B2组无显著性差异(1.26±0.3cm2vs 1.13±0.15cm2,P>0.05),活动度亦无显著性差异(5.22°±1.97°vs 3.93°±1.79°,P>0.05);B1组的椎间盘退变Pfirrmann分级较B2组好;B1组与B2组患者术前和术后的PI、PT及LL无统计学差异(P>0.05),但B1组术前LL(46.57°±5.61°)显著性大于B2组(40.08°±6.5°)(P<0.05)。结论:椎间隙高度是否充分恢复对于融合效果及节段稳定性无明显影响,但充分恢复椎间隙高度有助于改善LL,邻椎椎间盘Pfirrmann分级更好。 展开更多
关键词 腰椎退变性疾病 高椎间隙 椎间融合 邻椎病 腰椎矢状位力线
原文传递
基于无人机超高分辨率高精度定位遥感影像的棉花株高预测初报 被引量:1
15
作者 董丽珺 伍维模 +4 位作者 孙淑珍 佐日古丽·阿卜杜克热木 李建成 赵长巍 支金虎 《寒旱农业科学》 2025年第5期467-472,共6页
在棉花生长周期中快速、无损伤、大批量地获取田间棉花的株高,并进行建模,为棉花株高的快速检测提供技术支撑。本研究基于大疆精灵4 RTK无人机搭载高清数码相机组成的低空遥感平台,获取棉田无人机超高分辨率的遥感影像(GSD=0.33 cm/pixe... 在棉花生长周期中快速、无损伤、大批量地获取田间棉花的株高,并进行建模,为棉花株高的快速检测提供技术支撑。本研究基于大疆精灵4 RTK无人机搭载高清数码相机组成的低空遥感平台,获取棉田无人机超高分辨率的遥感影像(GSD=0.33 cm/pixel),生成数字表面模型(DSM),同时,人工测量了1126株棉花花铃期的株高,并通过便携式Lite RTK对棉株顶端进行了厘米级高精度定位。经过对DSM和实测株高(H)之间的回归分析,发现二者存在显著的线性回归关系(R^(2)=0.88,RMSE=8.49 cm),表明基于DSM预测的棉花株高具有较高的精度。 展开更多
关键词 无人机 棉花 株高 高分辨率
在线阅读 下载PDF
考虑“三高一深一窄”特殊工程问题的面板堆石坝安全监测关键技术研究进展
16
作者 肖晟 杨杰 +4 位作者 陆希 周恒 程琳 马春辉 仝飞 《工程科学与技术》 北大核心 2025年第6期47-61,共15页
复杂的地形地质条件、严酷的坝址自然环境及从200~300m级坝高的跨越,对面板堆石坝的安全监测技术发展提出更高要求。本文聚焦于高坝高、高寒、高地震烈度、深厚覆盖层及狭窄河谷等特殊工程问题,系统梳理“三高一深一窄”下的面板堆石坝... 复杂的地形地质条件、严酷的坝址自然环境及从200~300m级坝高的跨越,对面板堆石坝的安全监测技术发展提出更高要求。本文聚焦于高坝高、高寒、高地震烈度、深厚覆盖层及狭窄河谷等特殊工程问题,系统梳理“三高一深一窄”下的面板堆石坝结构问题,阐明面板堆石坝技术的核心在于坝体的变形控制与综合变形协调。现有研究发现:坝高的增加会使面板堆石坝变形加剧,进而引发面板开裂,削弱坝体防渗体系;高地震烈度区的面板堆石坝永久变形显著,易产生局部裂隙和内部损伤;建于极端低温条件下的面板堆石坝耐久性较差,止水结构损坏风险较高;深厚覆盖层上的面板堆石坝易产生不均匀沉降、长期变形和面板开裂等问题;狭窄河谷中的面板堆石坝变形梯度较大,止水结构和面板易遭破坏。在此基础上,综述面板堆石坝安全监测技术的发展现状,归纳特殊工程问题下面板堆石坝安全监测的关键技术,明确重点监测部位、主要监测项目及常用监测方法。具体而言,对高坝高的面板堆石坝应重点关注大坝变形和渗流安全,对高地震烈度区的面板堆石坝应加强大坝强震监测,对高寒地区的面板堆石坝应主要聚焦冰压力、坝体及面板变形监测,对深厚覆盖层地基上的面板堆石坝应重点监测地基沉降、防渗墙变形及防渗设施的防渗效果,对狭窄河谷中的面板堆石坝应加强大坝表面和内部变形、面板变形及堆石体应力的监测。随后,进一步介绍中国电建集团西北勘测设计研究院有限公司自主研发的基于全球导航卫星系统(GNSS)监测的双棱镜装置等新型监测设备,使监测技术发展与特殊工程问题下面板堆石坝的筑坝水平相适配。最后,基于安全监测工作总结面板堆石坝施工方法和施工控制指标的改进和修正经验,分析“三高一深一窄”特殊工程问题下改善面板堆石坝服役性态的工程措施,探讨面板堆石坝综合变形协调的控制手段。本研究有望为面板堆石坝安全监测技术发展提供系统性的理论支持和实践指导,保障“三高一深一窄”特殊工程问题下面板堆石坝的长效运行安全。 展开更多
关键词 面板堆石坝 安全监测 高坝高 高寒 高地震烈度 深厚覆盖层 狭窄河谷
在线阅读 下载PDF
两种不同术式治疗内侧单间室膝关节骨性关节炎患者对髌骨高度相关指数及HSS、VAS评分的影响
17
作者 曹常松 关健 +2 位作者 侯颖周 陈杰 王爱国 《海南医学》 2025年第13期1890-1894,共5页
目的对比胫骨结节下单平面截骨术(DTT-HTO)与传统胫骨内侧高位开放楔形截骨术(OWHTO)治疗内侧单间室膝关节骨性关节炎(KOA)患者对髌骨高度相关指数及美国特种外科医院(HSS)评分、视觉模拟评分(VAS)的影响。方法回顾性分析2021年1月至202... 目的对比胫骨结节下单平面截骨术(DTT-HTO)与传统胫骨内侧高位开放楔形截骨术(OWHTO)治疗内侧单间室膝关节骨性关节炎(KOA)患者对髌骨高度相关指数及美国特种外科医院(HSS)评分、视觉模拟评分(VAS)的影响。方法回顾性分析2021年1月至2022年12月郑州市骨科医院收治的94例内侧单间室KOA患者的临床资料,根据手术方式不同分为DTT-HTO组(n=50)与OWHTO组(n=44)。比较两组患者的围术期出血量、切口长度和手术时间等手术情况;于术前、术后即刻测量两组患者的卡通-德尚普指数(CDI)、布莱克本-皮尔指数(BPI)、因萨尔-萨尔瓦蒂指数(ISI)等髌骨高度相关指数;并于术后3个月、6个月对两组患者进行随访,采用美国特种外科医院(HSS)膝关节功能评分标准评估膝关节功能,使用视觉模拟评分(VAS)评估患者疼痛程度,并测量股胫角和胫骨平台后倾角。结果两组患者的围术期出血量、切口长度比较差异均无统计学意义(P>0.05);DTT-HTO组患者的手术时间为(53.41±7.84)min,明显短于OWHTO组的(66.68±8.65)min,差异有统计学意义(P<0.05)。术前,两组患者的CDI、BPI、ISI比较差异均无统计学意义(P>0.05);术后即刻,DTT-HTO组的CDI及BPI分别为0.96±0.43、0.78±0.23,明显高于OWHTO组的CDI(0.81±0.26)及BPI(0.63±0.17),差异均有统计学意义(P<0.05),但两组患者的ISI比较差异无统计学意义(P>0.05)。术前及术后6个月,两组患者的HSS评分、VAS评分比较差异均无统计学意义(P>0.05);术后3个月,DTT-HTO组患者的HSS评分为(78.64±6.86)分,明显高于OWHTO组的(66.38±5.65)分,而VAS评分为(2.57±0.63)分,明显低于OWHTO组的(3.56±0.72)分,差异均有统计学意义(P<0.05)。术前、术后3个月和6个月,两组患者的股胫角、胫骨平台后倾角比较差异均无统计学意义(P>0.05)。结论两种术式各具特点,DTT-HTO在手术时间和术后早期膝关节功能及疼痛缓解方面具有一定优势,而在中期膝关节功能和下肢力线改善方面两种术式效果相当,临床应根据患者具体情况选择合适的手术方式。 展开更多
关键词 膝关节骨性关节炎 胫骨结节下单平面截骨术 胫骨内侧高位开放楔形截骨术 髌骨高度相关指数 膝关节功能评分 疼痛视觉模拟评分
暂未订购
Improvement of Mongolian Height System Using a Satellite Technology
18
作者 Sodnom Enkhtuya Damdinsuren Amarsaikhan 《Open Journal of Applied Sciences》 2020年第4期154-168,共15页
In recent years, development of a proper country-specific height system has become a major challenge for the scholars and specialists working in the field of geodesy. The National Geodetic Services of many countries a... In recent years, development of a proper country-specific height system has become a major challenge for the scholars and specialists working in the field of geodesy. The National Geodetic Services of many countries are trying to establish a new system that can provide the customers and decision-makers with high accuracy basic geodetic data obtained by modern satellite measurements. Although, Mongolia has a long tradition with geodesy and land surveying, the country still lacks a refined height system that can be effectively used for mapping and other purposes. In the present study, we tried to solve the problem related to the Mongolian height system using of a modern satellite technology. The research had some very important results: 1) evaluation of the main height network and height system of Mongolia, 2) development of a new method for calculating the normal height system in Mongolia, and 3) creation of the height unified system by considering surface potential of the global ellipsoidal level as normal. 展开更多
关键词 height System ASTRONOMY GEODETIC Control NETWORK (AGCN) high ACCURACY GEODETIC NETWORK (HAGN) State GEODETIC NETWORK (SGN)
在线阅读 下载PDF
高烈度区大高宽比装配式剪力墙结构抗震性能设计实践 被引量:2
19
作者 赵楠 徐小童 +4 位作者 肖明 陶劲夫 李鹏飞 朱静怡 张祚嘉 《建筑结构》 北大核心 2025年第1期91-94,100,共5页
北京市丰台区城乡一体化小瓦窑村改造项目为高烈度区的大高宽比高装配率居住建筑,竖向预制构件应用比例不低于35%,主体结构采用预制内外剪力墙作为承重抗侧力构件。项目主体结构高宽比为4.0~7.9,远超国家规范限值,创新性地运用抗震性能... 北京市丰台区城乡一体化小瓦窑村改造项目为高烈度区的大高宽比高装配率居住建筑,竖向预制构件应用比例不低于35%,主体结构采用预制内外剪力墙作为承重抗侧力构件。项目主体结构高宽比为4.0~7.9,远超国家规范限值,创新性地运用抗震性能设计方法,总结高烈度区大高宽比剪力墙结构的抗震性能措施。重点分析与控制预制构件在多遇地震下不出现小偏心受拉,竖向钢筋平均拉应力水平不大于50%的屈服应力,并适当加强边缘构件配箍特征值。在设防地震下构件的拉应力水平不超过2倍混凝土抗拉强度标准值,并对出现小偏心受拉的联肢墙进行加强。在罕遇地震下复核结构的弹塑性层间位移角和损伤情况,验证抗震性能措施的安全性和合理性,保证小震不坏、中震可修及大震不倒的设防目标。 展开更多
关键词 高烈度 高宽比 装配式 剪力墙 小偏心受拉 性能设计
在线阅读 下载PDF
上一页 1 2 43 下一页 到第
使用帮助 返回顶部