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基于熵权可拓物元模型的会宁县水土资源承载力评价 被引量:9
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作者 郭嘉伟 张军 陈彦 《甘肃农业大学学报》 CAS CSCD 北大核心 2018年第6期195-203,共9页
【目的】评价会宁县水土资源承载力水平并探究影响会宁县水土资源承载力的限制因子.【方法】在构建会宁县水土资源承载力评价指标体系的基础上,借助熵权理论和物元模型法对会宁县水土资源承载力进行定量分析.【结果】会宁县水土资源承... 【目的】评价会宁县水土资源承载力水平并探究影响会宁县水土资源承载力的限制因子.【方法】在构建会宁县水土资源承载力评价指标体系的基础上,借助熵权理论和物元模型法对会宁县水土资源承载力进行定量分析.【结果】会宁县水土资源承载力超载区:也称向超载转化区,包括东北部土高山乡、刘家寨子乡、草滩乡、土门岘乡、新塬乡、四房吴乡、大沟乡及韩家集乡8个乡镇,占全县总乡镇个数的28.57%;预警区:也称向预警转化区,包括中南部会师镇、八里湾乡、平头川乡、老君坡乡、太平店镇、翟家所乡、杨崖集乡,新添堡乡、丁家沟乡、中川乡、侯家川乡及党家岘乡12个乡镇,占全县乡镇个数的42.86%;平衡区:也称向平衡转化区,包括西北部郭城驿镇、白草塬镇、河畔镇、新庄乡、头寨子镇、汉家岔镇、甘沟驿镇及柴家门镇8个乡镇,占全县乡镇个数的28.57%.会宁县水土资源承载力主要影响因素是人均水资源量、农业水资源可利用率等.【结论】会宁县绝大多数乡镇水土资源承载力处于预警或者向预警转化状态,如何实现水资源的高效利用是提高会宁县水土资源承载力的关键. 展开更多
关键词 水土资源 承载力 熵权理论 物元模型法 会宁县
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东营港航道船舶航行风险评估
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作者 李成海 杨洪海 胡甚平 《青岛远洋船员职业学院学报》 2023年第4期1-6,共6页
以船舶自锚地到泊位航行状态为研究对象,基于物元分析法模型,对船舶东营港航道航行过程整体动态风险进行评估,根据信息数据确定的指标权重值,得到船舶航道内航行动态风险评估仿真图,从而为港航管理部门和船公司的安全管理提供理论依据... 以船舶自锚地到泊位航行状态为研究对象,基于物元分析法模型,对船舶东营港航道航行过程整体动态风险进行评估,根据信息数据确定的指标权重值,得到船舶航道内航行动态风险评估仿真图,从而为港航管理部门和船公司的安全管理提供理论依据。实船验证结果表明:东营港航道船舶航行过程风险呈现“V”型变化规律,5号浮至9号浮附近风险最大;船舶交通流是影响船舶航行风险的首要因素。 展开更多
关键词 船舶 航道航行 分析模型 系统仿真 动态风险评估
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Mechanical performance of a double-face reinforced retaining wall in an area disturbed by mining 被引量:5
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作者 YU Guang-yun BAI Yong-sheng +1 位作者 SHENG Ping GUO Rui-ping 《Mining Science and Technology》 EI CAS 2009年第1期36-39,共4页
The application of a double-face reinforced retaining wall during road construction can reduce engineering costs, speed road paving and have a good influence on environment. An ABAQUS numerical model of a double-face ... The application of a double-face reinforced retaining wall during road construction can reduce engineering costs, speed road paving and have a good influence on environment. An ABAQUS numerical model of a double-face reinforced retaining wall was built. The influence of surface subsidence induced by mining was considered. A physical model test was also performed in the laboratory on a reinforced retaining wall. The influence of subsidence induced by mining was observed. The numerical results match measurements in the laboratory very well. The vertical pressure on the base of the retaining wall, the horizontal displacement of the wall and the horizontal soil pressure acting on the wall were analyzed. The differential settlement of the reinforced belt and axial forces in the wall were also studied. 展开更多
关键词 double-face reinforced retaining wall underground mining finite element method physical model test
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Verified Solution for a Statically Determinate Truss Structure with Uncertain Node Locations 被引量:1
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作者 Andrew P. Smith Jurgen Garloff Horst Werkle 《Journal of Civil Engineering and Architecture》 2010年第11期1-10,共10页
We consider a statically determinate structural truss problem where all of the physical model parameters are uncertain: not just the material values and applied loads, but also the positions of the nodes are assumed ... We consider a statically determinate structural truss problem where all of the physical model parameters are uncertain: not just the material values and applied loads, but also the positions of the nodes are assumed to be inexact but bounded and are represented by intervals. Such uncertainty may typically arise from imprecision during the process of manufacturing or construction, or round-off errors. In this case the application of the finite element method results in a system of linear equations with numerous interval parameters which cannot be solved conventionally. Applying a suitable variable substitution, an iteration method for the solution of a parametric system of linear equations is firstly employed to obtain initial bounds on the node displacements. Thereafter, an interval tightening (pruning) technique is applied, firstly on the element forces and secondly on the node displacements, in order to obtain tight guaranteed enclosures for the interval solutions for the forces and displacements. 展开更多
关键词 Truss systems finite element method uncertain parameters interval arithmetic.
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Matter-elements model and application for prediction of ccoal and gas outburst 被引量:1
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作者 PENG Shou-jian XU Jiang TAO Yun-qi CHENG Ming-jun 《Journal of Coal Science & Engineering(China)》 2009年第3期273-277,共5页
The theory and method of extenics were applied to establish classical field matterelements and segment field matter elements for coal and gas outburst.A matter-element model for prediction was established based on fiv... The theory and method of extenics were applied to establish classical field matterelements and segment field matter elements for coal and gas outburst.A matter-element model for prediction was established based on five matter-elements,which includedgas pressure,types of coal damage,coal rigidity,initial speed of methane diffusionand in-situ stress.Each index weight was given fairly and quickly through the improvedanalytic hierarchy process,which need not carry on consistency checks,so accuracy ofassessment can be improved. 展开更多
关键词 mining engineering coal and gas outburst PREDICTION matter-elements model relational degree
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Advances in numerical simulation of demolition blasting
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作者 Xie Xianqi Liu Jun +1 位作者 Jia Yongsheng Sun Jinshan 《Engineering Sciences》 EI 2014年第6期24-31,共8页
The applications of numerical simulation in demolition blasting were reviewed.Several methods of numerical simulation in demolition blasting were introduced.The strength and weakness of the numerical methods mentioned... The applications of numerical simulation in demolition blasting were reviewed.Several methods of numerical simulation in demolition blasting were introduced.The strength and weakness of the numerical methods mentioned in this paper were also indicated,respectively.Furthermore,the solid lattice model in the frame of discrete element method(DEM),which was developed by the author and his team,was detailedly described.The existed problems in the current numerical simulation methods of demolition blasting were presented and the future trend of the numerical simulation is finally prospected. 展开更多
关键词 demolition blasting numerical simulation discrete element method solid lattice model
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