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基于工程经济性的公路悬索桥主缆最优垂跨比研究
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作者 彭元诚 丁少凌 彭健哲 《桥梁建设》 EI CSCD 北大核心 2024年第5期22-29,共8页
为寻求工程经济性最优的公路悬索桥主缆垂跨比,以我国近年多座采用混凝土桥塔的单跨公路悬索桥为背景,建立主缆、锚碇、桥塔基础工程量的直接函数模型和桥塔塔身工程量的非线性函数拟合模型,对跨度750~2250 m、单层车道数4~8及双层车道... 为寻求工程经济性最优的公路悬索桥主缆垂跨比,以我国近年多座采用混凝土桥塔的单跨公路悬索桥为背景,建立主缆、锚碇、桥塔基础工程量的直接函数模型和桥塔塔身工程量的非线性函数拟合模型,对跨度750~2250 m、单层车道数4~8及双层车道数6+4、垂跨比1/14~1/6共952种布置形式的悬索桥进行大范围关于主缆垂跨比的工程经济性研究,并以2座实桥为算例分析主缆垂跨比对悬索桥静、动力性能及抗风性能的影响。结果表明:主缆垂跨比对悬索桥工程经济性影响显著;悬索桥主缆最优垂跨比与跨度相关,而车道数、加劲梁荷载集度的影响相对较小,涉水和不涉水的差异也不显著;基于工程经济性考虑,跨度750~2250 m的悬索桥主缆最优垂跨比为1/6.5~1/8.5,比经验值增大较多。2座实桥算例分析表明随着垂跨比增加,加劲梁挠度和活载应力有所增加,抗风性能略有提升,建议方案设计阶段加大垂跨比研究范围、对工程经济性和桥梁力学性能进行综合比选。 展开更多
关键词 悬索桥 主缆垂跨比 工程量模型 工程经济性 力学性能 桥梁设计
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中小型水利工程的工程量估算BP神经网络模型 被引量:8
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作者 蒋晓红 程吉林 张跃飞 《扬州大学学报(自然科学版)》 CAS CSCD 2008年第3期72-74,共3页
以灌区节制闸为例,根据神经网络原理和工程造价估算的特点,通过分析探讨工程造价的构成、已建工程的设计参数及工程量资料,应用误差反向传播(BP)算法的人工神经网络建立灌区节制闸工程量估算模型,由此估算工程造价.测算结果表明其估算... 以灌区节制闸为例,根据神经网络原理和工程造价估算的特点,通过分析探讨工程造价的构成、已建工程的设计参数及工程量资料,应用误差反向传播(BP)算法的人工神经网络建立灌区节制闸工程量估算模型,由此估算工程造价.测算结果表明其估算精度基本可以满足实际工程投资估算的需要,该方法为各类中小型水利工程的造价估算探索了一条新途径,具有很好的应用前景. 展开更多
关键词 BP神经网络 水利工程 工程量估算模型 造价估算
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机场CAD中工程量分析模型的建立
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作者 王国强 杨东援 《空军工程学院学报》 CSCD 1999年第1期53-56,共4页
工程量分析模型是机场等面区域CAD系统核心模型的重要组成部分,是面向功能要求产生的模型,它以地表面和设计面模型为基础,研究地表面和设计面之间的空间体等问题,简要介绍机场CAD系统工程量分析模型的特点,建立方法及计算模型。
关键词 机场CAD 工程量分析模型 填挖边界
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BP神经网络在建筑物工程量估算中的应用研究 被引量:1
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作者 丁红 刘迪 《黑龙江水利科技》 2016年第6期4-6,32,共4页
以明水县沿河涝区骨干建筑物中的跌水为例,根据BP神经网络的基本原理和工程量估算特点,确定影响工程量估算的相关因素及参数,建立基于BP神经网络的建筑物工程量估算模型,通过网络训练和学习,估算结果的精度都可以满足实际工程建设估算... 以明水县沿河涝区骨干建筑物中的跌水为例,根据BP神经网络的基本原理和工程量估算特点,确定影响工程量估算的相关因素及参数,建立基于BP神经网络的建筑物工程量估算模型,通过网络训练和学习,估算结果的精度都可以满足实际工程建设估算的要求,该方法为其他建筑物工程量估算提供了一种新途径,具有良好的推广价值。 展开更多
关键词 BP神经网络 建筑物 工程量估算模型
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Civil 3D在水利工程施工放坡开挖中的应用 被引量:11
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作者 张启明 《西北水电》 2017年第3期92-94,共3页
以平原水库的放坡和水工建筑物开挖放坡为例,介绍了Civil 3D软件在水利水电工程施工中的应用,运用Civil 3D软件进行设计,在多方案优化比选、工作效率、工程量计算、模型展示等方面均优于二维CAD方法。
关键词 CIVIL 3D 水利水电工程 开挖 放坡 工程量模型
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MODEL RECONSTRUCTION FROM CLOUD DATA FOR RAPID PROTOTYPE MANUFACTURING 被引量:1
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作者 张丽艳 周儒荣 周来水 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2001年第2期170-175,共6页
Model reconstruction from points scanned on existing physical objects is much important in a variety of situations such as reverse engineering for mechanical products, computer vision and recovery of biological shapes... Model reconstruction from points scanned on existing physical objects is much important in a variety of situations such as reverse engineering for mechanical products, computer vision and recovery of biological shapes from two dimensional contours. With the development of measuring equipment, cloud points that contain more details of the object can be obtained conveniently. On the other hand, large quantity of sampled points brings difficulties to model reconstruction method. This paper first presents an algorithm to automatically reduce the number of cloud points under given tolerance. Triangle mesh surface from the simplified data set is reconstructed by the marching cubes algorithm. For various reasons, reconstructed mesh usually contains unwanted holes. An approach to create new triangles is proposed with optimized shape for covering the unexpected holes in triangle meshes. After hole filling, watertight triangle mesh can be directly output in STL format, which is widely used in rapid prototype manufacturing. Practical examples are included to demonstrate the method. 展开更多
关键词 reverse engineering model reconstruction cloud data data filtering hole filling
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Review of Digital Elevation Model (DEM) Based Research on China Loess Plateau 被引量:5
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作者 Tang Guo'an Ge Shanshan +1 位作者 Li Fayuan Zhou Jieyu 《Journal of Mountain Science》 SCIE CSCD 2005年第3期265-270,共6页
The Loess Plateau is one of the hot research areas for its specific geographical features. In resent years, with the establishment of national multi-scale DEMs and the perfection of DEM based digital terrain analysis ... The Loess Plateau is one of the hot research areas for its specific geographical features. In resent years, with the establishment of national multi-scale DEMs and the perfection of DEM based digital terrain analysis methods, new thoughts and methodologies have been constructed for the Loess Plateau research. This paper introduces the characteristics of DEM data, analyses the development stages of DEM applied in the Loess Plateau research, and discusses its further possible research direction. More discussions are focused on slope spectrum and its concept, as well as the significance in the Loess Plateau research. 展开更多
关键词 REVIEW DEM the Loess Plateau
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Magnetic Detection Method for Seabed Cable in Marine Engineering Surveying 被引量:3
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作者 YU Bo LIU Yanchun +2 位作者 ZHAI Guojun BIAN Gang XIAO Fumin 《Geo-Spatial Information Science》 2007年第3期186-190,共5页
The detection and identification of the seabed cable is becoming an important task in the marine engineering. The features of the magnetic anomaly can be used to detect the existence of the seabed cable. The magnetic ... The detection and identification of the seabed cable is becoming an important task in the marine engineering. The features of the magnetic anomaly can be used to detect the existence of the seabed cable. The magnetic field model is presented, and the consistency of the magnetic anomaly distribution between the simulation of the model and the observed data is verified. The comparison shows that the seabed cable can be effectively detected and identified with reasonable method. 展开更多
关键词 seabed cable magnetic filed modeol detection and identification
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Auto Identification of Rolling Layers in Roller-Compacted Concrete Dam 被引量:2
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作者 钟桂良 崔博 钟登华 《Transactions of Tianjin University》 EI CAS 2011年第5期376-380,共5页
A scheme for identifying rolling layers in roller-compacted concrete (RCC) dam automatically was presented. First, a conceptual model was developed. Second, by using a computational geometry method, the auto identific... A scheme for identifying rolling layers in roller-compacted concrete (RCC) dam automatically was presented. First, a conceptual model was developed. Second, by using a computational geometry method, the auto identification of rolling layers and auto matching between rolling compaction machines and rolling layers were realized based on spatial control points. An application to the construction of Guandi RCC dam showed that the auto identification of rolling layers played an important role in ensuring the engineering quality. 展开更多
关键词 roller-compacted concrete dam rolling quality realtime monitoring rolling layer auto identification
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Development of a multivariate empirical model for predicting weak rock mass modulus 被引量:2
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作者 Kallu Raj R. Keffeler Evan R. +1 位作者 Watters Robert J. Agharazi Alireza 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第4期545-552,共8页
Estimating weak rock mass modulus has historically proven difficult although this mechanical property is an important input to many types of geotechnical analyses. An empirical database of weak rock mass modulus with ... Estimating weak rock mass modulus has historically proven difficult although this mechanical property is an important input to many types of geotechnical analyses. An empirical database of weak rock mass modulus with associated detailed geotechnical parameters was assembled from plate loading tests per- formed at underground mines in Nevada, the Bakhtiary Dam project, and Portugues Dam project. The database was used to assess the accuracy of published single-variate models and to develop a multivari- ate model for predicting in-situ weak rock mass modulus when limited geoteehnical data are available. Only two of the published models were adequate for predicting modulus of weak rock masses over lim- ited ranges of alteration intensities, and none of the models provided good estimates of modulus over a range of geotechnical properties. In light of this shortcoming, a multivariate model was developed from the weak rock mass modulus dataset, and the new model is exponential in form and has the following independent variables: (1) average block size or joint spacing, (2) field estimated rock strength, (3) dis- continuity roughness, and (4) discontinuity infilling hardness. The multivariate model provided better estimates of modulus for both hard-blocky rock masses and intensely-altered rock masses. 展开更多
关键词 In-situ modulus Weak rock mass Preliminary design Elastic deformation
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Are There Differences in the Response of Natural Stand and Plantation Biomass to Changes in Temperature and Precipitation?A Case for Two-needled Pines in Eurasia
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作者 USOLTSEV Vladimir Andreevich SHOBAIRI Seyed Omid Reza +4 位作者 TSEPORDEY Ivan Stepanovich AHRARI Amirhossein ZHANG Meng SHOAIB Ahmad Anees CHASOVSKIKH Viktor Petrovich 《Journal of Resources and Ecology》 CSCD 2020年第4期331-341,共11页
A comparative discussion of the advantages and disadvantages of natural stands and plantations,including in terms of their productivity and stability,began from the moment of the first forest plantings and continues t... A comparative discussion of the advantages and disadvantages of natural stands and plantations,including in terms of their productivity and stability,began from the moment of the first forest plantings and continues to this day.In the context of the progressive replacement of natural forests by plantations due to deforestation,the question of how will change the carbon storage capacity of forest cover when replacing natural forests with artificial ones in a changing climate becomes extremely relevant.This article presents the first attempt to answer this question at the transcontinental level on a special case for two-needled pine trees(subgenus Pinus L.).The research was carried out using the database compiled by the authors on the single-tree biomass structure of forest-forming species of Eurasia,in particular,data of 1880 and 1967 of natural and plantation trees,respectively.Multi-factor regression models are calculated after combining the matrix of initial data on the structure of tree biomass with the mean January temperature and mean annual precipitation,and their adequacy indices allow us to consider them reproducible.It is found that the aboveground and stem biomass of equal-sized and equal-aged natural and plantation trees increases as the January temperature and precipitation rise.This pattern is only partially valid for the branches biomass,and it has a specific character for the foliage one.The biomass of all components of plantation trees is higher than that of natural trees,but the percent of this excess varies among different components and depends on the level of January temperatures,but does not depend at all on the level of annual precipitation.A number of uncertainties that arose during the modeling process,as well as the preliminary nature of the obtained regularities,are noted. 展开更多
关键词 two-needled pine trees natural stands and plantations regression models biomass equations mean January temperature annual precipitation
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