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Deep cover bleeder entry performance and support loading: A case study 被引量:1
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作者 Ted M.Klemetti Mark Alexander Van Dyke Ihsan Berk Tulu 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2018年第1期85-93,共9页
Several questions have emerged in relation to deep cover bleeder entry performance and support loading:how well do current modeling procedures calculate the rear abutment extent and loading? Does an improved understan... Several questions have emerged in relation to deep cover bleeder entry performance and support loading:how well do current modeling procedures calculate the rear abutment extent and loading? Does an improved understanding of the rear abutment extent warrant a change in standing support in bleeder entries? To help answer these questions and to determine the current utilization of standing support in bleeder entries, four bleeder entries at varying distances from the startup room were instrumented,observed, and numerically modeled.This paper details observations made by NIOSH researchers in the bleeder entries of a deep cover longwall panel—specifically data collected from instrumented pumpable cribs, observations of the conditions of the entries, and numerical modeling of the bleeder entries during longwall extraction.The primary focus was on the extent and magnitude of the abutment loading experienced by the standing support.As expected, the instrumentation of the standing supports showed very little loading relative to the capacity of the standing supports—less than 23 Mg load and 2.54 cm convergence.The Flac3D program was used to evaluate these four bleeder entries using previously defined modeling and input parameter estimation procedures.The results indicated only a minor increase in load during the extraction of the longwall panel.The model showed a much greater increase in stress due to the development of the gateroad and bleeder entries, with about 80% of the increase associated with development and 20% with longwall extraction.The Flac3D model showed very good correlation between expected gateroad loading during panel extraction and that expected based on previous studies.The results of this study showed that the rear abutment stress experienced by this bleeder entry design was minimal.The farther away from the startup room, the lower the applied load and smaller the convergence in the entry if all else is held constant.Finally, the numerical modeling method used in this study was capable of replicating the expected and measured results near seam. 展开更多
关键词 Bleeder ENTRY STANDING supports ABUTMENT loadING LONGWALL mining Full extraction
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CALCULATION OF ELASTIC DAMPING CHARACTERISTICS OF ROTOR SUPPORT MADE OF METAL RUBBER MATERIAL UNDER VARIABLE LOADS 被引量:8
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作者 JIANG Hongyuan YAN Hui +1 位作者 AO Hongrui ALEXANDER M Ulanov 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2007年第6期33-37,共5页
A metal rubber(MR) dry friction damper was designed based on the load supported by the rotor. An experimental apparatus for obtaining hysteresis loops of support under the precession load was designed. The elastic-d... A metal rubber(MR) dry friction damper was designed based on the load supported by the rotor. An experimental apparatus for obtaining hysteresis loops of support under the precession load was designed. The elastic-damping characteristics of the ring-shaped MR damper used as a rotor support under variable loads were presented by studying the hysteresis loops of the damper. The vibration rigidity and the energy dissipation coefficient were calculated from the hysteresis loops, based on the description of the deformation process of the MR element with simple structure in a dimensionless coordinating system. The calculation results showed that the energy dissipation coefficient in the inner of MR element and on the boundary between the damper and the frame of the rotor support were approximately equal. The comparison of the hysteresis loops for a precession load and a one-axial load indicated a large difference when the coefficient of the energy dissipation and the stiffness of the MR damper were concerned. 展开更多
关键词 Rotor support Precession load Stiffness Energy dissipation coefficient Metal rubber
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Experimental study of a technique for load measurement of powered supports 被引量:1
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作者 HuaZhu ShirongGe XiaolongHuang SumeiDai 《Journal of University of Science and Technology Beijing》 CSCD 2004年第6期489-493,共5页
Despite the increasing popularity of mechanized coal mining, there are no convenient and accurate means available to measure the loads of powered supports. The measurement of such loads is important for monitoring min... Despite the increasing popularity of mechanized coal mining, there are no convenient and accurate means available to measure the loads of powered supports. The measurement of such loads is important for monitoring mine pressure and ensuring production safety. The load-carrying features of a powered support were used to develop a method for load measurement using the mag-netoelastic principle. A cross bridge-type magnetoelastic stress sensor was designed for the support structures to measure the different parts of the supports. Tests on single-body hydraulic cylinders and simulated linkages showed that an approximately linear relationship between the values of the sensor output signal and the loads borne by the hydraulic cylinders or linkages. The results were used to analyze the load-carrying measurements of powered supports with the cross bridge-type magnetoelastic stress sensor. 展开更多
关键词 powered support load measurement STRESS MAGNETOELASTIC SENSOR
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Analytical Solutions to Strain Rates of Reinforced Concrete Simply Supported Slabs under Blast Loads 被引量:1
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作者 孙文彬 WU Cheng—qing 《Journal of Southwest Jiaotong University(English Edition)》 2009年第3期212-217,共6页
Based on the Duhamel integral, a couple of analytical solutions are derived to predict the strain rates of concrete and steel reinforcement in reinforced concrete slabs under blast loads and to estimate their variatio... Based on the Duhamel integral, a couple of analytical solutions are derived to predict the strain rates of concrete and steel reinforcement in reinforced concrete slabs under blast loads and to estimate their variation over depth of a cross-section along the entire length of the member. The analytical approach utilizes the single-degree-of-freedom mode for the analysis of reinforced concrete simply supported one-way panels subjected to blast loads. These analytical solutions can give the strain rate profile for any cross-section at any time and permit variations of strain rate in each time step of numerical iteration method, thus making it possible to directly incorporate strain rate effects into non-linear dynamic response analysis of structural members subjected to blast loads. 展开更多
关键词 Reinforced concrete Simply supported slab Blast load SDOF Duhamel integral Strain rate Analytical solution
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Influence of load capacity on hydrostatic journal support deformation in finite element calculation 被引量:2
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作者 邵俊鹏 张艳芹 +2 位作者 李永海 于晓东 姜辉 《Journal of Central South University》 SCIE EI CAS 2008年第S2期245-249,共5页
Based on the application of the four-oil-pad radial hydrostatic bearing in heavy equipments, the deformation of the four-oil-pad radial hydrostatic bearing was calculated by using the finite element method. The formul... Based on the application of the four-oil-pad radial hydrostatic bearing in heavy equipments, the deformation of the four-oil-pad radial hydrostatic bearing was calculated by using the finite element method. The formula of film stiffness, film thickness and carrying capacity were established; the influence of the main parameters, such as load, load area and deformation on the supportability was analyzed; and the capacity of the two kinds of bearings was compared. The result shows that the carrying capacity of typeⅠ is prior to that of type Ⅱ . Calculations provide a theoretical basis for the bearing choosing and structure designing in the actual project. 展开更多
关键词 HYDROSTATIC JOURNAL support FINITE ELEMENT STIFFNESS of oil film load capacity DEFORMATION
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Long Term Load Forecasting and Recommendations for China Based on Support Vector Regression
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作者 Shijie Ye Guangfu Zhu Zhi Xiao 《Energy and Power Engineering》 2012年第5期380-385,共6页
Long-term load forecasting (LTLF) is a challenging task because of the complex relationships between load and factors affecting load. However, it is crucial for the economic growth of fast developing countries like Ch... Long-term load forecasting (LTLF) is a challenging task because of the complex relationships between load and factors affecting load. However, it is crucial for the economic growth of fast developing countries like China as the growth rate of gross domestic product (GDP) is expected to be 7.5%, according to China’s 11th Five-Year Plan (2006-2010). In this paper, LTLF with an economic factor, GDP, is implemented. A support vector regression (SVR) is applied as the training algorithm to obtain the nonlinear relationship between load and the economic factor GDP to improve the accuracy of forecasting. 展开更多
关键词 LONG TERM load Forecasting support VECTOR Regression China
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Methods for measuring and calculating the external load of powered supports
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作者 Hua Zhu, Xiaoyan Yu, Shirong Ge, and Shibo WangCollege of Mechatronic Engineering, China University of Mining and Technology Xuzhou, Jiangsu 221008, China 《Journal of University of Science and Technology Beijing》 CSCD 2003年第6期11-15,共5页
Taking the chock shield supports as the object of study, methods formeasuring and calculating the external load of powered supports were discussed. Selecting the angleparameters as variables, the simple formulae of in... Taking the chock shield supports as the object of study, methods formeasuring and calculating the external load of powered supports were discussed. Selecting the angleparameters as variables, the simple formulae of interactive computation with respect to the workangles of a powered support were deduced and verified by an example. Furthermore, the formulaedetermining the magnitude, direction and action point of the external load were put forward. Theinvestigation results have provided a sound basis for the software design of the intelligentinstrument for load measuring of powered supports. 展开更多
关键词 powered support bearing post LINKAGE external load
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Heating load interval forecasting approach based on support vector regression and error estimation
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作者 张永明 于德亮 齐维贵 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2011年第4期94-98,共5页
As the existing heating load forecasting methods are almostly point forecasting,an interval forecasting approach based on Support Vector Regression (SVR) and interval estimation of relative error is proposed in this p... As the existing heating load forecasting methods are almostly point forecasting,an interval forecasting approach based on Support Vector Regression (SVR) and interval estimation of relative error is proposed in this paper.The forecasting output can be defined as energy saving control setting value of heating supply substation;meanwhile,it can also provide a practical basis for heating dispatching and peak load regulating operation.By means of the proposed approach,SVR model is used to point forecasting and the error interval can be gained by using nonparametric kernel estimation to the forecast error,which avoid the distributional assumptions.Combining the point forecasting results and error interval,the forecast confidence interval is obtained.Finally,the proposed model is performed through simulations by applying it to the data from a heating supply network in Harbin,and the results show that the method can meet the demands of energy saving control and heating dispatching. 展开更多
关键词 heating supply energy-saving load forecasting support vector regression nonparametric kernel estimation confidence interval
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Enhanced Adherence Counselling, Support Groups and Viral Load Suppression amongst HIV-Positive Adolescents in a Tertiary Health Care Facility in Cameroon
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作者 Agbor Nyenty Agbornkwai André Izacar Gaël Bita +8 位作者 Stephane Amatagana Mabouna Ismaila Esa Ajong Brian Ngongheh Ateh Stanislas Ketum Derek Akateh Yannick Lechedem Ngunyi Arnold Agwe Tanah Gisele Christian Miangu Wolloh Grace Tadzong-Awasum 《Advances in Infectious Diseases》 CAS 2022年第4期685-702,共18页
Background: Globally, HIV viral load suppression rate, which is an indirect measure of the efficacy of antiretroviral (ART) medication, is 47% and 52% in Africa. In Cameroon, the viral load (VL) suppression rate is 44... Background: Globally, HIV viral load suppression rate, which is an indirect measure of the efficacy of antiretroviral (ART) medication, is 47% and 52% in Africa. In Cameroon, the viral load (VL) suppression rate is 44.7% and poor adherence is widely documented as being responsible for the large gap in VL Suppression. Enhanced adherence counselling (EAC) sessions, and enrolment and participation in support groups are specific interventions to improve ART adherence and improve viral load suppression. Purpose: This study assesses the uptake and contribution of support groups and EAC sessions in the management of adolescents with unsuppressed VL results at Centre Hospitalier d’Essos, Yaounde. Methods: A retrospective correlational quantitative patient files review was conducted for 138 files of HIV positive adolescents aged between 10 - 19 years with HIV VL above 1000 copies/ml enrolled in care between January 2009 and December 2019. Data from the questionnaire was entered into CSPRO version 7.4. and analyzed by using SPSS version 25.0. Results: A total of 138 participants (75 females and 63 males) with a mean age of 15 ± 3 years were included in our study. Sixty-nine (50%) participants were in World Health Organization (WHO) stage I;32.6% were in Stage II;13.0% and 4.3% were in stages III and IV, respectively. Thirty (21.7%) had a history of tuberculosis and 76% of the adolescents were being cared for primarily by their parents. The charts of the adolescents revealed that there was an association between completion of EAC sessions in adolescents with unsuppressed VL and eventual VL suppression (R.R = 2.5;CI 0.848 - 6.162;p = 0.033). However, there was no significant association between support group enrolment and active participation, and eventual VL Suppression. Furthermore, combining EAC and support group interventions was strongly associated with eventual VL Suppression in this group of initially unsuppressed adolescents (R.R = 7.5;C.I 2.544 - 22.360;p Conclusion: Suppression rates were good after completion of EAC sessions and participation in support group enrolment for adolescents with a high VL. As we move towards having 95% of ART-treated adolescents achieve and maintain viral suppression, there is a need to reinforce EAC sessions and support group enrolment in ART clinics targeting this priority group. 展开更多
关键词 High Viral load Enhanced Adherence Counselling support Groups HIV Adolescents
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大倾角工作面上下端头采动顶板非对称失稳力学机理及实证研究
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作者 张炜 胡阳 +3 位作者 朱乐章 曹林超 赵圣勋 王雷 《采矿与安全工程学报》 北大核心 2026年第1期11-21,共11页
以袁店二井煤矿7276大倾角工作面为工程实例,通过UDEC数值模拟证实了大倾角工作面上下端头采动顶板砌体梁结构的存在,并基于采场砌体梁理论,构建了大倾角工作面上下端头顶板砌体梁结构力学模型,分析了砌体梁结构滑落-回转稳定性,推导了... 以袁店二井煤矿7276大倾角工作面为工程实例,通过UDEC数值模拟证实了大倾角工作面上下端头采动顶板砌体梁结构的存在,并基于采场砌体梁理论,构建了大倾角工作面上下端头顶板砌体梁结构力学模型,分析了砌体梁结构滑落-回转稳定性,推导了上下端头顶板结构抗滑落能力与抗回转能力表达式,确定了不同失稳模式下支架所受载荷计算方法。在此基础上,判别了7276大倾角工作面“上端头顶板滑落失稳、下端头顶板回转失稳”模式,现场实测得出上端头支架工作阻力沿工作面倾向呈均匀分布,下端头支架工作阻力沿工作面倾向呈抛物线形增长,实测数据约是理论分析结果的82%~95%,验证了大倾角工作面上下端头顶板非对称失稳力学机理分析的合理性。研究成果可为大倾角工作面采动顶板控制提供理论指导。 展开更多
关键词 大倾角工作面 砌体梁结构 非对称失稳 支架载荷分布 现场实证
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浅埋偏压公路隧道初期支护非对称优化研究
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作者 孙雅珍 袁立凡 +2 位作者 王金昌 何放 王龙岩 《沈阳建筑大学学报(自然科学版)》 北大核心 2026年第1期47-57,共11页
研究浅埋偏压条件下公路隧道初期支护非对称优化方案,以确保隧道开挖过程中的稳定。依托新疆阿克特蒲1号隧道工程,通过理论计算及现场监测数据分析非对称支护的必要性,并建立三维偏压隧道模型,对喷射混凝土厚度、锚杆长度及锚杆间距进... 研究浅埋偏压条件下公路隧道初期支护非对称优化方案,以确保隧道开挖过程中的稳定。依托新疆阿克特蒲1号隧道工程,通过理论计算及现场监测数据分析非对称支护的必要性,并建立三维偏压隧道模型,对喷射混凝土厚度、锚杆长度及锚杆间距进行非对称优化设计,提出综合优化方案。结果表明:浅埋偏压条件下隧道左、右两侧围岩压力相差大,深埋侧围岩压力为浅埋侧的3.03倍;拱顶沉降呈现明显的非对称性,隧道两侧沉降值相差31.5 mm;通过增加喷射混凝土厚度、锚杆长度和锚杆间距可以有效控制隧道深埋侧的受力变形;适当减小浅埋侧的支护强度则可以充分发挥支护结构性能,协调隧道结构的应力与变形;经现场支护优化后发现,拱顶两侧沉降差值明显降低,偏压现象得到有效改善。采用非对称初期支护方案,可以有效减小浅埋偏压隧道结构两侧受力变形差异,确保隧道开挖过程中的稳定。 展开更多
关键词 浅埋偏压 初期支护 非对称优化 现场监测 数值模拟
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多载荷组合下气承式膜结构煤棚找形受载分析
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作者 董明望 付国涛 +4 位作者 辜勇 郭笑海 乔磊 丁粤德 曲泓 《科学技术与工程》 北大核心 2026年第3期1183-1195,共13页
近年来气承式膜结构煤棚在极端风雪天气下事故频发,实际工程中此类煤棚需承受多种载荷的组合作用,这对其形态求解和受载分析提出了更高的要求。采用ANSYS的APDL模块自编程序进行找形分析并验证其可靠性,考虑气承式膜结构煤棚在风载荷作... 近年来气承式膜结构煤棚在极端风雪天气下事故频发,实际工程中此类煤棚需承受多种载荷的组合作用,这对其形态求解和受载分析提出了更高的要求。采用ANSYS的APDL模块自编程序进行找形分析并验证其可靠性,考虑气承式膜结构煤棚在风载荷作用下膜面与流场的流固耦合效应以及风载荷的波动性,对工程实例进行计算流体力学(computational fluid dynamics,CFD)分析,计算其表面风压和风振系数,并参考《建筑结构载荷规范》设计了9种载荷组合,由此形成75种载荷组合工况对其最大膜面应力与膜面位移进行校核。结果表明,该结构满足规范要求;载荷组合作用时会发生耦合作用,所得的响应不具备线性;其失效形式可能为强度不足而非位移超限;在气承式膜结构设计过程中,气膜的形状尺寸与风向角是设计验算所必须考虑的。 展开更多
关键词 气承式膜结构 煤棚 载荷组合 找形 CFD分析
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单柱式吸能支架-巷道围岩系统动力响应数值分析
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作者 唐治 程诗阳 《华北科技学院学报》 2026年第1期154-163,共10页
为探究单柱式吸能支架在动态冲击载荷下与巷道围岩的协同响应机制,采用ABAQUS数值模拟方法,通过分析巷道围岩应力、围岩变形、围岩塑性应变和支架变形等力学参数,研究吸能巷道支架在竖向、横向冲击下的动力响应特性。研究结果表明,在竖... 为探究单柱式吸能支架在动态冲击载荷下与巷道围岩的协同响应机制,采用ABAQUS数值模拟方法,通过分析巷道围岩应力、围岩变形、围岩塑性应变和支架变形等力学参数,研究吸能巷道支架在竖向、横向冲击下的动力响应特性。研究结果表明,在竖向冲击下,随着冲击能量的增加,巷道围岩应力、顶板下沉量、底鼓量、横向收缩量等指标均呈上升趋势,极易引发底板鼓起、侧帮变形及支柱钻底等破坏现象。与单体立柱支护相比,吸能巷道支架支护时围岩应力峰值接近,但应力集中区域缩小,顶板下沉量、底鼓量及横向收缩量均有不同程度降低,且支架与巷道在横、竖向位移上呈现协同效应,巷道围岩塑性变形呈“A”分布,主要集中巷道侧帮与巷道顶板连接处及侧帮部位。在横向冲击下,单体立柱向左偏移,发生侧向弯曲变形,导致承载能力大幅衰减。吸能支架支护能有效限制巷道横向位移,对顶底板错动及侧帮挤压有显著约束作用,吸能巷道支架的侧向支撑与吸能防冲器的协同作用显著改善单体立柱的偏载。研究结果为动载作用下巷道围岩控制提供参考。 展开更多
关键词 单柱式 巷道支架 动载 巷道围岩
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系统透明度对操作员认知负荷的影响——基于非线性机制的实证研究
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作者 牛莉霞 姚坤鹏 +1 位作者 赵蕊 李肖萌 《中国安全生产科学技术》 北大核心 2026年第1期189-197,共9页
为探究高危作业情境下的系统透明度对操作员认知负荷的作用机制,基于情境认知理论,构建以决策支持系统为中介、反馈机制为调节的研究模型。通过问卷调查收集国内多个高危行业505名一线操作员的有效数据,运用SPSS 27.0与Amos 24.0进行回... 为探究高危作业情境下的系统透明度对操作员认知负荷的作用机制,基于情境认知理论,构建以决策支持系统为中介、反馈机制为调节的研究模型。通过问卷调查收集国内多个高危行业505名一线操作员的有效数据,运用SPSS 27.0与Amos 24.0进行回归与路径分析。研究结果表明:系统透明度与认知负荷之间存在显著U型关系,决策支持系统在其中发挥部分中介作用,但其介入亦可能增加认知负荷;反馈机制显著调节系统透明度对决策支持系统及认知负荷的作用路径,揭示透明度设计的动态安全边界。研究结果可为优化高危场景下的人智交互系统提供理论支撑与实践启示。 展开更多
关键词 高危作业 系统透明度 认知负荷 决策支持系统 反馈机制
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中介轴承-支承结构载荷及其对结构完整性影响
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作者 陈雪骑 张作相 +2 位作者 王东 马艳红 洪杰 《航空学报》 北大核心 2026年第1期197-209,共13页
先进航空发动机中,往往采用带中介轴承的双转子支承方案以减少承力框架数目、降低整机重量。但是,中介轴承-支承结构系统具有典型非连续特征,工作时会受到双转子复杂运动状态影响,导致中介轴承-支承结构系统工作载荷环境恶劣多变,极易... 先进航空发动机中,往往采用带中介轴承的双转子支承方案以减少承力框架数目、降低整机重量。但是,中介轴承-支承结构系统具有典型非连续特征,工作时会受到双转子复杂运动状态影响,导致中介轴承-支承结构系统工作载荷环境恶劣多变,极易引发结构损伤。以中介轴承-支承结构系统为研究对象,分析了转子运动状态变化对轴承-支承结构系统载荷环境的影响,提出了面向结构完整性的轴承-支承结构设计要求。研究表明,不同转子运动状态下,轴承构件运动交互影响,使结构系统受到冲击激励、转子倍频激励、双转子转速组合频率激励、转子-保持架转速调制频率激励等复杂载荷激励作用,使支承结构约束特性偏离设计值直至发生失效,因此需要在结构设计中考虑不同转子运动状态影响,基于此对结构力学特性进行校核和优化设计。 展开更多
关键词 中介轴承-支承结构 运动状态 支点动载荷 结构完整性 航空发动机
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基于微地形风压分区的山地光伏固定支架优化策略
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作者 陈泽 刘庆阳 +1 位作者 张振利 张治齐 《新能源科技》 2026年第1期18-25,35,共9页
进行山地光伏电站建设时,如何在确保结构可靠性的基础上降低固定支架用钢量,是影响电站建设收益的核心成本因素之一。针对此问题,文章依托2个山地光伏工程实例,系统性研究并提出了基于微地形风压分区的山地光伏固定支架优化策略。文章... 进行山地光伏电站建设时,如何在确保结构可靠性的基础上降低固定支架用钢量,是影响电站建设收益的核心成本因素之一。针对此问题,文章依托2个山地光伏工程实例,系统性研究并提出了基于微地形风压分区的山地光伏固定支架优化策略。文章通过融合中尺度再分析数据、工程所在地气象站及地形图数据,利用计算流体动力学(Computational Fluid Dynamics,CFD)模拟技术构建光伏场区微地形精细化风压分区模型,对光伏支架设计风压进行进一步分类;然后再通过3D3S基于不同设计风压构建支架模型进行分组精细化结构设计并统计工程量,与基于《建筑结构荷载规范》(GB 50009—2012)风压取值进行结构设计的工程量进行对比分析。研究结果表明:相较于传统光伏支架设计方案,文章提出的优化策略可在保证光伏场区极值风荷载工况结构安全的前提下进一步减少支架工程量,对提升光伏支架结构安全性和经济性具有重要意义,可为类似山地光伏工程提供参考。 展开更多
关键词 微地形风压分区 CFD方法 复杂地形 山地光伏支架 风荷载 构件应力 用钢量
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基于AMESim的冲击载荷下液压支架承载系统优化设计
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作者 王亚楠 郑凯 《机械制造与自动化》 2026年第1期182-186,共5页
以提高液压支架抵抗冲击载荷的能力为目标,以单元型液压支架为研究对象,进行冲击载荷下液压支架承载系统优化设计。阐述单元型液压支架的基本结构与核心参数,并进行力学分析。利用AMESim软件绘制传统单元型液压支架的液压系统原理图,并... 以提高液压支架抵抗冲击载荷的能力为目标,以单元型液压支架为研究对象,进行冲击载荷下液压支架承载系统优化设计。阐述单元型液压支架的基本结构与核心参数,并进行力学分析。利用AMESim软件绘制传统单元型液压支架的液压系统原理图,并进行仿真分析。以传感器、电磁比例换向阀为硬件核心,通过PID控制系统的引入,对传统单元型液压支架的控制系统进行优化设计,并利用AMESim软件进行仿真分析。分析结果表明:PID控制系统的运用提高了液压组合支架抵抗冲击载荷的能力,可保证液压组合支架机构的持续与稳定运行。 展开更多
关键词 液压支架 控制系统 冲击载荷 AMESIM
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基于周期性SVR的地铁站厅空调负荷预测方法
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作者 李鲲鹏 赵云云 《计算机仿真》 2026年第1期222-226,317,共6页
地铁站厅内人员流动变化大,受环境因素和设备发热等众多且复杂因素的影响,使得空调系统的负荷变化变得尤为复杂。为此,提出一种基于周期性SVR(支持向量回归机)的地铁站厅空调负荷预测方法。通过深度挖掘地铁站厅空调运行的历史负荷数据... 地铁站厅内人员流动变化大,受环境因素和设备发热等众多且复杂因素的影响,使得空调系统的负荷变化变得尤为复杂。为此,提出一种基于周期性SVR(支持向量回归机)的地铁站厅空调负荷预测方法。通过深度挖掘地铁站厅空调运行的历史负荷数据,发现空调负荷受室外温度、客流量、相对湿度及设备发热量等多重因素影响,明确这些因素在不同时间尺度上呈现出的周期性。以此为依据,利用SVR、径向基核函数构建空调负荷预测数学模型,使用粒子群优化算法(PSO)并结合惯性权重理念确定预测模型最优参数。在训练过程中,引入了拉格朗日函数以简化问题求解,同时利用不敏感损失函数增强模型的鲁棒性,实现地铁站厅空调负荷预测。仿真结果表明,所提方法对地铁站厅空调负荷的预测性能好,期望误差百分比值小。 展开更多
关键词 地铁站厅 空调负荷 支持向量回归 相对湿度 径向基核函数
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不同等级风荷载作用下港口钢光伏支架结构的可靠度分析
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作者 王小惠 蔡瑞 赵姗 《哈尔滨工程大学学报》 北大核心 2026年第1期149-159,共11页
为研究港口钢光伏支架结构在风荷载作用下的可靠性,本文利用SAP2000软件建立光伏支架模型,模拟不同风速下钢光伏支架破坏情况。模拟发现,钢光伏支架结构中的檩条最容易受到破坏,故分别建立不同风速、4种荷载组合下檩条发生强度和刚度破... 为研究港口钢光伏支架结构在风荷载作用下的可靠性,本文利用SAP2000软件建立光伏支架模型,模拟不同风速下钢光伏支架破坏情况。模拟发现,钢光伏支架结构中的檩条最容易受到破坏,故分别建立不同风速、4种荷载组合下檩条发生强度和刚度破坏的功能函数。针对檩条的强度破坏和刚度破坏模式,采用蒙特卡罗法模拟计算6级强风~17级超强台风作用、4种荷载组合情况下光伏支架檩条的破坏概率和可靠度指标。结果表明,光伏支架檩条发生强度破坏的概率明显高于发生刚度破坏的概率;强度和刚度的破坏概率均随着平均风速的增加逐渐增大;逆向风荷载组合下檩条的破坏概率均较高;光伏支架基本能抵御13级台风,但15-17级风作用下光伏支架可靠度指标急剧下降;在平均风速较低(6-8级)时,檩条发生强度和刚度破坏的概率基本相同,8级风后其发生强度破坏的概率略高。 展开更多
关键词 港口 钢光伏支架 不同等级风荷载 强度破坏 刚度破坏 蒙特卡罗法 破坏概率 可靠度指标
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