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Adaptability of machine learning methods and hydrological models to discharge simulations in datasparse glaciated watersheds
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作者 JI Huiping CHEN Yaning +3 位作者 FANG Gonghuan LI Zhi DUAN Weili ZHANG Qifei 《Journal of Arid Land》 SCIE CSCD 2021年第6期549-567,共19页
The accurate simulation and prediction of runoff in alpine glaciated watersheds is of increasing importance for the comprehensive management and utilization of water resources.In this study,long shortterm memory(LSTM)... The accurate simulation and prediction of runoff in alpine glaciated watersheds is of increasing importance for the comprehensive management and utilization of water resources.In this study,long shortterm memory(LSTM),a state-of-the-art artificial neural network algorithm,is applied to simulate the daily discharge of two data-sparse glaciated watersheds in the Tianshan Mountains in Central Asia.Two other classic machine learning methods,namely extreme gradient boosting(XGBoost)and support vector regression(SVR),along with a distributed hydrological model(Soil and Water Assessment Tool(SWAT)and an extended SWAT model(SWAT_Glacier)are also employed for comparison.This paper aims to provide an efficient and reliable method for simulating discharge in glaciated alpine regions that have insufficient observed meteorological data.The two typical basins in this study are the main tributaries(the Kumaric and Toxkan rivers)of the Aksu River in the south Tianshan Mountains,which are dominated by snow and glacier meltwater and precipitation.Our comparative analysis indicates that simulations from the LSTM shows the best agreement with the observations.The performance metrics Nash-Sutcliffe efficiency coefficient(NS)and correlation coefficient(R^(2))of LSTM are higher than 0.90 in both the training and testing periods in the Kumaric River Basin,and NS and R^(2) are also higher than 0.70 in the Toxkan River Basin.Compared to classic machine learning algorithms,LSTM shows significant advantages over most evaluating indices.XGBoost also has high NS value in the training period,but is prone to overfitting the discharge.Compared with the widely used hydrological models,LSTM has advantages in predicting accuracy,despite having fewer data inputs.Moreover,LSTM only requires meteorological data rather than physical characteristics of underlying data.As an extension of SWAT,the SWAT_Glacier model shows good adaptability in discharge simulation,outperforming the original SWAT model,but at the cost of increasing the complexity of the model.Compared with the oftentimes complex semi-distributed physical hydrological models,the LSTM method not only eliminates the tedious calibration process of hydrological parameters,but also significantly reduces the calculation time and costs.Overall,LSTM shows immense promise in dealing with scarce meteorological data in glaciated catchments. 展开更多
关键词 hydrological simulation long short-term memory extreme gradient boosting support vector regression SWAT_Glacier model Tianshan Mountains
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A Method for the Application of Numerical Simulations during Firefighting Operations Using Pre-Simulated, Model-Based Fire Scenarios
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作者 Puyan Abolghasem Zadeh Uwe Rüppel 《Open Journal of Civil Engineering》 2013年第2期9-17,共9页
The spread of fire and smoke during a fire incident plays a crucial role in rescuing people from the burning building. So it is important for the decision makers (the head of rescue staff) to get a prediction about th... The spread of fire and smoke during a fire incident plays a crucial role in rescuing people from the burning building. So it is important for the decision makers (the head of rescue staff) to get a prediction about the spread of fire inside the building through computational techniques like numerical fire simulations. But these techniques require advanced mathematical knowledge and are very time consuming. This paper presents a new method which employs a set of pre-simulated and model-based scenarios to find the closest one to the real fire and present its results to the decision makers. For this purpose, we shift the performance consuming numerical fire simulations into a former phase by integration of these simulations into the planning process of the building. This is realized by enhancing the methods of Building Information Modeling (BIM). To provide the fire simulation results during a real case, our new concept includes a scenario database where all simulated fire scenarios will be collected. In a real case, a special search algorithm will go through this database to find the closest pre-simulated fire scenario to the real fire on the basis of reported information from the burning building. 展开更多
关键词 Fire simulation model-based Fire Scenario FIREFIGHTING Decision Making Support Building Information modeling
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Study on Military Equipment Support Modeling and Simulation 被引量:15
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作者 章文晋 康锐 +1 位作者 郭霖翰 李瑞莹 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2005年第2期142-146,共5页
In order to estimate the readiness, sustainability and support capability of the operational unit, an support simulation concept model of the military equipment is given as viewed from the system engineering modeling ... In order to estimate the readiness, sustainability and support capability of the operational unit, an support simulation concept model of the military equipment is given as viewed from the system engineering modeling and simulation. Simulation test of military aircraft is analyzed in detail, it is composed of the operational mission, function maintenance process and resource modeling. 展开更多
关键词 military equipment support modelING simulation
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Development and Application of Decision Support Model for the Performance Optimization of Office Buildings Based on Grasshopper
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作者 Hui Ren Shoulong Wang 《Journal of Harbin Institute of Technology(New Series)》 CAS 2021年第4期1-15,共15页
With the expansion of the office building area,the energy consumption of office buildings is growing.High⁃performance building design contributes to energy saving and the development of green buildings.However,there i... With the expansion of the office building area,the energy consumption of office buildings is growing.High⁃performance building design contributes to energy saving and the development of green buildings.However,there is a lack of high⁃performance building tools and the workflow is often time⁃consuming.The building performance simulation,multiple objective optimizations,and the decision support model are the new approaches of high⁃performance building design.This paper proposes a newly developed decision support model,a high⁃performance building decision model named HPBuildingDSM,which integrates the building performance simulation,building performance multiple objective optimizations,building performance sampling,and parameter sensitivity analysis to design high⁃performance office buildings.In this research,the HPBuildingDSM was operated to search for the desirable office building design results with low⁃energy and high⁃quality daylighting performances.The simulated results had better daylighting performance and lower energy consumption,whose UDI100-2000 was 37.94%and annual energy consumption performance was 76.28 kWh/(m2·a),indicating a better building performance than the optimized results in the previous case study. 展开更多
关键词 decision support model building performance simulation building performance optimization building performance simulation sensitivity analysis HPBuildingDSM tool
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System dynamics model of the support-surrounding rock system in fully mechanized mining with large mining height face and its application 被引量:7
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作者 Yuan Yong Tu Shihao +1 位作者 Zhang Xiaogang Li Bo 《International Journal of Mining Science and Technology》 SCIE EI 2013年第6期879-884,共6页
Fully mechanized mining with large mining height(FMMLMH)is widely used in thick coal seam mining face for its higher recovery ratio,especially where the thickness is less than 7.0 m.However,because of the great mining... Fully mechanized mining with large mining height(FMMLMH)is widely used in thick coal seam mining face for its higher recovery ratio,especially where the thickness is less than 7.0 m.However,because of the great mining height and intense rock pressure,the coal wall rib spalling,roof falling and the instability of support occur more likely in FMMLMH working face,and the above three types of disasters interact with each other with complicated relationships.In order to get the relationship between each two of coal wall,roof,floor and support,and reduce the occurrence probability of the three types of disasters,we established the system dynamics(SD)model of the support-surrounding rock system which is composed of"coal wall-roof-floor-support"(CW-R-F-S)in a FMMLMH working face based on the condition of No.15104 working face in Sijiazhuang coal mine.With the software of Vensim,we also simulated the interaction process between each two factors of roof,floor,coal wall and the support.The results show that the SD model of"CW-R-F-S"system can reveal the complicated and interactive relationship clearly between the support and surrounding rock in the FMMLMH working face.By increasing the advancing speed of working face,the support resistance or the length of support guard,or by decreasing the tipto-face distance,the stability of"CW-R-F-S"system will be higher and the happening probability of the disasters such as coal wall rib spalling,roof falling or the instability of support will be lower.These research findings have been testified in field application in No.15104 working face,which can provide a new approach for researching the interaction relationship of support and surrounding rock. 展开更多
关键词 FMMLMH Support-surrounding rock system SD model Disaster control simulation analysis
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Research on system architecture of modeling and simulation
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作者 WANG Jiangyun WANG Xingren 《Frontiers of Electrical and Electronic Engineering in China》 CSCD 2007年第1期45-48,共4页
The modeling and simulation(M&S)architecture describes and defines the relationship between the different parts of a simulation.The simulation system architecture and simulation support platform architecture are d... The modeling and simulation(M&S)architecture describes and defines the relationship between the different parts of a simulation.The simulation system architecture and simulation support platform architecture are discussed separately.The simulation support platform architecture consists of the management layer,the resource layer,the communication layer,the application layer and the infrastructure layer.The best way is to design and realize the M&S collaborative environment for simulation support platform in the resource-communication-application three-dimension space. 展开更多
关键词 modeling and simulation system architecture simulation technology simulation support platform
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A Simulation-Based Decision Support System for Manufacturing Enterprise
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作者 Fear Shan HuangJingping Cen Ling(Department of Automatic Control Engineering, Institute of Systems Engineering,Huazhong University of Science and Technology, Wuhan 430074, P. R. China)Zhang Jilie(Dong Fang Electrical Machinery Co. Ltd.,Sichuan 618000, P. 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 1999年第2期1-8,共8页
The simulation-based decision support system (SBDSS) is designed to achieve a highlevel of performance, flexibility and adaptability, in response to meet the special needs of productionand logistics management during ... The simulation-based decision support system (SBDSS) is designed to achieve a highlevel of performance, flexibility and adaptability, in response to meet the special needs of productionand logistics management during the economic system reform era in China. It consists two subsys-tems: the object library modeler (OLM) and the simulation engine and its manager (SEM). UsingSBDSS the decision makers can work out their optimal production choice under certain circumstancesthrough scenario simulations. And they can test a set of virtual organizations reflecting systems re-form before a real reorganization has been taken, as well as perform a virtual manufacturing processfor a new product design (Copyright @ 1998 IFAC). 展开更多
关键词 modelING simulation Object-oriented programming Decision support systems Inte-gration.
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STUDY ON SIMULATION EXPERIMENT OF EQUIVALENT MATERIAL APPLIED IN COAL MINE
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作者 柴敬 苏普正 刘晋安 《Journal of Coal Science & Engineering(China)》 1998年第1期45-50,共6页
Based on simulation experiments of a number of scientific research items, the latest progress of experiment method and test technique about equivalent material simulation are introduced. The bevelopment of experiment ... Based on simulation experiments of a number of scientific research items, the latest progress of experiment method and test technique about equivalent material simulation are introduced. The bevelopment of experiment technique makes analogy simulation evolve into quantitative research about support-surrounding rock relationship from qualitative experiment.From this, large scale stereoscopic simulation experiment is developed, which has never appeared in underground pressure research in China. The present mold specification is 3 - 6 m×2. 0 m ×1. 5 m. 展开更多
关键词 simulation experiment large scale stereoscopic mold model support supportsurrounding rock relationship displacement test
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Integrating Knowledge-Based Simulation with Aspiration-Directed Model-based Decision Support System
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作者 Feng Shan & Li D. Xu(Department of Automatic Control Engineering,Huazhong University of Science and Technology Wuhan, Hubei 430074, China)(Department of Management Science and Information systems Wright State University, Dayton, OH 45435, USA) 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 1996年第2期25-33,共9页
This paper reports an aspiration-directed, model-based decision support system (AMDSS) integrated with a knowledge-based simulation system. The system is designed to study China's mid-range economic development st... This paper reports an aspiration-directed, model-based decision support system (AMDSS) integrated with a knowledge-based simulation system. The system is designed to study China's mid-range economic development strategy. The capacity of the system is enhanced by the knowledge-based component which provides a knowledge-based simulation environment for model management. Currently the system has passed the stage of prototype and achieves its implementation capacity. The paper first presents the mathematical aspects of decision making including aspiration-directed decision making, then discusses the architecture of the system. The purpose of the paper is to provide insights into how such an integrated system could provide decision support for complex decision analysis. 展开更多
关键词 Knowledge-based simulation model-based reasoning Decision support system
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Numerical modeling for a simulated rockburst experiment using LS-DYNA 被引量:7
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作者 C.P.Yi E.Nordlund +2 位作者 P.Zhang S.Warema S.Shirzadegan 《Underground Space》 SCIE EI 2021年第2期153-162,共10页
Ground support systems are commonly used to mitigate the potential consequences of rockburst in burst prone mines.To assess the capacity of ground support systems when subjected to dynamic loading,simulated rockburst ... Ground support systems are commonly used to mitigate the potential consequences of rockburst in burst prone mines.To assess the capacity of ground support systems when subjected to dynamic loading,simulated rockburst tests using blasting were conducted at the Kiruna Mine.In this study,a numerical simulation for one of the field tests was conducted using the LS-DYNA code to investigate the dynamic response of the ground support systems including shotcrete and rockbolts.The numerical results showed a similar particle vibration pattern and a crack pattern to those of the field measurements.The effects of the detonator position and the charge configuration on the dynamic response of ground support systems are also discussed.Numerical results indicated that the peak particle vibrations on the tested panel increase along the direction of detonation propagation.It is difficult to use different charge concentrations in one borehole to investigate the effect of different dynamic loads on the dynamic response of support systems.Numerical results also indicated that 2D numerical modeling for simulated rockburst experiments could overestimate the dynamic response of ground support systems. 展开更多
关键词 Simulated rockburst experiments Ground support systems Numerical modeling
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预储模式下备件供应保障链路建模及仿真
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作者 汤念 易谋 +1 位作者 周辉峰 任青山 《计算机时代》 2026年第1期1-5,共5页
备件供应保障是装备作战的前提和基础,本文针对战时备件供应保障中前方保障点如何选择、后方仓库如何对前方保障点进行备件预储以及如何实施快速保障等全链路设计问题,通过建立保障方案矩阵和预储方案矩阵,充分考虑备件需求数量、备件... 备件供应保障是装备作战的前提和基础,本文针对战时备件供应保障中前方保障点如何选择、后方仓库如何对前方保障点进行备件预储以及如何实施快速保障等全链路设计问题,通过建立保障方案矩阵和预储方案矩阵,充分考虑备件需求数量、备件收发链路、保障点仓库容量、预储保障点个数等约束条件,以供应保障任务完成时间最短为目标函数构建线性规划数学模型,并结合实例开展仿真验证分析。实验结果表明,该算法能得到合理的结果,验证了模型的有效性,为现代装备备件的供应保障提供了一定参考。 展开更多
关键词 备件供应 备件预储 供应保障 保障链路 线性规划 建模仿真
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深部大断面硐室围岩松动破碎数值模拟合理建模及应用
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作者 张凌啸 王举文 范坤 《佳木斯大学学报(自然科学版)》 2026年第1期147-150,共4页
针对深部大断面硐室围岩松动破碎问题,以安徽省宿州市朱仙庄煤矿Ⅲ1031风抽巷盾构机组装硐室为工程背景,分析了网格划分、模型硐室两端约束厚度、模型硐室开挖长度及收敛标准对围岩松动破碎数值模拟结果准确度的影响,结合工程监测验证... 针对深部大断面硐室围岩松动破碎问题,以安徽省宿州市朱仙庄煤矿Ⅲ1031风抽巷盾构机组装硐室为工程背景,分析了网格划分、模型硐室两端约束厚度、模型硐室开挖长度及收敛标准对围岩松动破碎数值模拟结果准确度的影响,结合工程监测验证数值计算模型的合理性。结果表明:网格最大尺寸为1.0 m、硐室两端约束厚度为10 m、开挖长度为34 m,能有效平衡计算效率与模拟精度,为深部大断面硐室支护设计与稳定性分析提供了依据。 展开更多
关键词 深部大断面硐室 数值模拟 合理建模 支护优化
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基于Modelica的液压支架多领域运动仿真分析
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作者 朱凌云 朱强 +1 位作者 武红霞 秦东晨 《煤矿机械》 北大核心 2013年第1期56-57,共2页
系统仿真软件Dymola完全支持建模语言Modelica,能够实现多领域协同建模仿真。利用基于Modelica语言开发的机械领域库和电气库,对某一型号的掩护式液压支架四连杆部分进行了运动学仿真。仿真结果验证了该液压支架设计的合理性,为支架的... 系统仿真软件Dymola完全支持建模语言Modelica,能够实现多领域协同建模仿真。利用基于Modelica语言开发的机械领域库和电气库,对某一型号的掩护式液压支架四连杆部分进行了运动学仿真。仿真结果验证了该液压支架设计的合理性,为支架的其他运动性能多领域分析和进一步优化提供了参考。 展开更多
关键词 modelICA 掩护式液压支架 四连杆 多领域建模仿真
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System Dynamics and Airlines' Economic Operation Model
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作者 WU Tong\|shui\+1,\ QIN Jing\+2,\ NING Xuan\|xi\+2 1.Civil Aviation University of China, Tianjin 300300, China 2.Business And Management College, NUAA Nanjing 210016, China 《Systems Science and Systems Engineering》 CSCD 2000年第1期46-55,共10页
The paper is an analysis of applicability of system dynamics to description of airlines′ economic operation. It is the first attempt to use the theory and approaches of system dynamics to build a dynamic economic ope... The paper is an analysis of applicability of system dynamics to description of airlines′ economic operation. It is the first attempt to use the theory and approaches of system dynamics to build a dynamic economic operation model for airlines. The paper introduces modeling design, basic model structure and content. A computer simulation of benefit analysis is given in the case of a given airline of China. Whereupon the outcome proves that it is successful using system dynamics theory and approaches to describe non linear, multivariable, dynamic, multiple\|feedback, complex economic systems, as in airlines. The model offers a powerful support to decision makers, greatly upgrading the systematicness and foreseeability of enterprise management. The theory and approaches, advanced in the paper, is also applicable to enterprises in other sectors. 展开更多
关键词 simulation model building decision support system forecasting
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基于多智能体建模的航空发动机保障预测方法
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作者 吴诗辉 张亮 唐希浪 《兵器装备工程学报》 北大核心 2025年第11期138-146,共9页
针对航空发动机在使用和维修过程中因状态多变且随机变化导致的备用发动机数量确定难题,本研究提出了一种基于多智能体仿真的航空发动机保障预测方法。该方法构建了航空发动机的智能体模型,利用状态机模型来描述其复杂多变的状态,模拟... 针对航空发动机在使用和维修过程中因状态多变且随机变化导致的备用发动机数量确定难题,本研究提出了一种基于多智能体仿真的航空发动机保障预测方法。该方法构建了航空发动机的智能体模型,利用状态机模型来描述其复杂多变的状态,模拟了使用、大修、故障返厂和备份等任务场景。同时,引入了飞行计划生成、任务受领和任务分配等关键事件,实现了对整个机群航空发动机的动态仿真模拟。仿真实验结果表明:相比传统解析模型和估算方法,本方法更充分地考虑了发动机的提前返厂率、故障返厂率及每台发动机的初始状态,能够更加科学、准确地预测未来一段时间内发动机的最佳储备数量。该方法有效解决了航空发动机维修保障的预测与评估难题,为决策部门提供了一种新工具,使其能够根据年度飞行任务和飞机集群的实际状态,评估航空发动机的保障效率,并据此制定最优的航空发动机采购和大修计划。 展开更多
关键词 航空发动机 维修保障 多智能体建模 生命周期仿真 状态机
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深部高温巷道功能梯度隔热支护结构研究
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作者 张建俊 孙源骏 +5 位作者 郭良银 孙闯 费鸿禄 金淳哲 王猛 周琳力 《黄金科学技术》 北大核心 2025年第4期789-803,共15页
针对传统隔热材料在治理深部矿井高温热害问题时存在的强度低和支护效果差等缺陷,采用改性陶粒和纤维提升隔热混凝土材料强度,并基于功能梯度理论优化混凝土结构形式,构建功能梯度隔热支护结构,结合工程实际开展相似模型试验和数值模拟... 针对传统隔热材料在治理深部矿井高温热害问题时存在的强度低和支护效果差等缺陷,采用改性陶粒和纤维提升隔热混凝土材料强度,并基于功能梯度理论优化混凝土结构形式,构建功能梯度隔热支护结构,结合工程实际开展相似模型试验和数值模拟,分析隔热支护效果。研究结果表明:构建的“支护层+隔热层”功能梯度结构,可有效控制围岩变形和阻隔围岩散热,相比普通混凝土结构,围岩散热减少量提升了28.74%;随着隔热层厚度的增加,围岩调热圈半径缩小,当隔热层厚度为50 mm时达到阈值,围岩散热减小量提升了30.26%,与模型试验结果一致;隔热支护结构下,围岩应力状态和巷道塑性区形态较普通混凝土结构均无明显变化,仍为类圆形塑性区,支护效果良好;通过功效系数法综合分析围岩散热、围岩应力及巷道变形情况,确定支护层厚度为50 mm、隔热层厚度为50 mm时隔热支护综合效果最佳。 展开更多
关键词 功能梯度 隔热支护结构 隔热效果 围岩温度场 模型试验 数值模拟
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深部破裂围岩-锚杆支护时效特性及巷道长时稳定性分析
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作者 李娟娟 孟庆彬 +2 位作者 安刚健 戚振豪 宋子鸣 《中国矿业》 北大核心 2025年第9期244-256,共13页
深部巷道围岩在破裂时往往表现出明显的碎胀蠕变特征,锚网喷支护难以有效控制,导致围岩持续大变形或巷道大面积破坏,严重影响矿井的安全高效生产。深部巷道破裂围岩碎胀蠕变控制已是制约深地矿产资源安全开发的突出技术难题,为探究深部... 深部巷道围岩在破裂时往往表现出明显的碎胀蠕变特征,锚网喷支护难以有效控制,导致围岩持续大变形或巷道大面积破坏,严重影响矿井的安全高效生产。深部巷道破裂围岩碎胀蠕变控制已是制约深地矿产资源安全开发的突出技术难题,为探究深部破裂围岩锚固体的蠕变机理与锚杆的长效作用机制,基于经典的Burgers蠕变模型,通过破裂度变量引入非线性黏壶元件,表征深部破裂围岩的非线性蠕变阶段,将弹性元件表征的锚杆与其并联,构建了深部破裂围岩锚固体的非线性蠕变本构模型,选取立方体试样在最后一级应力作用下的应变-时间曲线对深部破裂围岩立方体试样蠕变本构模型进行参数辨识;采用FLAC3D开展了深部破裂围岩巷道长时稳定性模拟分析,得到了深部破裂围岩变形-支护时效特性曲线,分析了不同锚杆长度和锚杆排距情况下巷道围岩与锚杆的时效相互作用,有效证明了深部巷道围岩变形具有明显的时效性,且锚杆、锚索等支护手段可以有效限制围岩的蠕变变形,同时揭示了埋深(应力水平)和侧压力系数(应力状态)对深部破裂围岩巷道变形和锚杆长时受力的影响规律,确定了锚杆在深部巷道的适用工况,表明锚杆支护具有自身的适应性。研究成果可为解决深部破裂围岩巷道长期稳控难题提供理论依据,对深地资源安全开发具有重要的理论指导与工程应用价值。 展开更多
关键词 深部破裂围岩 蠕变本构模型 锚杆支护特征 长时稳定性 数值模拟分析
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双排斜直桩基坑支护工作机制及稳定性分析
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作者 曹卫平 肖涵楠 +2 位作者 罗龙平 吕品 赵敏 《中国安全科学学报》 北大核心 2025年第6期60-69,共10页
为提高双排斜直桩组合支护在黄土基坑中的应用,通过模型试验研究黄土基坑中前斜后直双排桩和双排内斜桩支护结构在开挖过程中的位移、内力及土压力变化,并通过数值分析探讨斜桩倾角对支护效果的影响。结果表明:双排内斜桩支护的桩身水... 为提高双排斜直桩组合支护在黄土基坑中的应用,通过模型试验研究黄土基坑中前斜后直双排桩和双排内斜桩支护结构在开挖过程中的位移、内力及土压力变化,并通过数值分析探讨斜桩倾角对支护效果的影响。结果表明:双排内斜桩支护的桩身水平位移和坑外地表沉降均小于前斜后直桩支护,其前排桩的最大轴力、弯矩和净土压力也较低。随着斜桩倾角增大,桩顶位移、坑外地表沉降及桩身最大轴力减少,而桩身最大弯矩和基坑安全性系数增加。在双排斜直桩支护结构中,前排斜桩负责内撑、支挡土体及提高结构安全性和稳定性,后排桩则承担拉锚、传递及分散土压力的作用,两者协同提升支护结构的整体稳定性。基坑开挖过程中,坑外土体应力路径先远离后靠近破坏K_(f)线,斜桩倾角越大,土体应力路径越远离K_(f)线;相比之下,双排内斜桩支护的土体应力路径更远离主应力K_(f)线,基坑的安全性和稳定性更高。 展开更多
关键词 双排斜直桩 前斜后直双排桩 支护性能 稳定性 模型试验 数值模拟
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新型装配式钢结构便梁支墩的力学性能
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作者 朱兆斌 《铁道建筑》 北大核心 2025年第5期82-88,共7页
对金温客货共线铁路(金华—温州)下穿涵洞顶推施工时的传统混凝土结构铁路通用便梁支墩进行设计和优化,提出一种新型装配式钢结构便梁支墩结构。基于相似理论,设计制作了新型装配式钢结构便梁支墩1∶4缩尺结构模型试件并进行静力加载试... 对金温客货共线铁路(金华—温州)下穿涵洞顶推施工时的传统混凝土结构铁路通用便梁支墩进行设计和优化,提出一种新型装配式钢结构便梁支墩结构。基于相似理论,设计制作了新型装配式钢结构便梁支墩1∶4缩尺结构模型试件并进行静力加载试验。基于ABAQUS有限元软件,构建新型装配化钢构件桥墩的非线性有限元仿真模型,并通过对比模拟输出与试验数据进行评估与分析。结果表明:结构整体稳定性好,母板连接处出现剪切破坏,须进行加强;栓接节点处的传力机理表现出了明显的层次性和局部集中性,底部和腹板中性轴以下的螺栓孔对结构的承载能力起主导作用;试验加载过程中,结构母板螺栓孔发生局部冲切,其应力水平接近Q345的屈服强度。 展开更多
关键词 钢结构 客货共线铁路 模型试验 数值模拟 便梁支墩 装配式
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基于FLAC3D三维模拟的高层建筑钢桁架支撑体系构建
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作者 汪正云 《佳木斯大学学报(自然科学版)》 2025年第3期106-109,共4页
针对已有研究存在的模拟结果与实际工程数据偏差较大的问题,提出基于FLAC3D三维模拟的高层建筑钢桁架支撑体系构建研究。构建高层建筑钢桁架支撑体系几何模型,设定其力学参数、边界约束条件与初始条件,划分几何模型网格,完成筑钢桁架支... 针对已有研究存在的模拟结果与实际工程数据偏差较大的问题,提出基于FLAC3D三维模拟的高层建筑钢桁架支撑体系构建研究。构建高层建筑钢桁架支撑体系几何模型,设定其力学参数、边界约束条件与初始条件,划分几何模型网格,完成筑钢桁架支撑体系FLAC3D模拟模型的建立。选取适当的监测点,对FLAC3D模拟模型施加荷载,模拟钢桁架支撑体系施工过程,获取FLAC3D三维模拟结果——监测点应力与位移,对钢桁架支撑体系进行不断优化与完善,从而确定钢桁架支撑体系最优设计方案。实验结果显示:应用FLAC3D三维模拟获得的高层建筑H型钢桁架支撑体系监测点应力、位移模拟结果与实际结果趋于一致。 展开更多
关键词 钢桁架支撑体系 三维模拟 力学参数 高层建筑 FLAC3D仿真计算软件 几何模型
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