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公路桥梁荷载横向分布计算的模型修正法研究 被引量:2
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作者 郭永平 《广东公路交通》 2012年第3期6-9,共4页
桥梁结构属于空间结构,结构的内力计算通常是转化为平面问题来解决的。介绍了几种常用的荷载横向分布计算方法。针对桥梁运营后,桥梁各片主梁刚度不同时的荷载横向分布计算,提出了更加符合桥梁实际的模型修正法,更为准确地计算实际桥梁... 桥梁结构属于空间结构,结构的内力计算通常是转化为平面问题来解决的。介绍了几种常用的荷载横向分布计算方法。针对桥梁运营后,桥梁各片主梁刚度不同时的荷载横向分布计算,提出了更加符合桥梁实际的模型修正法,更为准确地计算实际桥梁结构各片主梁的荷载横向分布系数。 展开更多
关键词 桥梁 荷载横向分布系数 模型修正法
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基于荷载试验的大跨斜拉桥有限元模型修正方法研究 被引量:3
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作者 叶青 胡美 《佳木斯大学学报(自然科学版)》 CAS 2015年第3期391-394,共4页
为对大跨斜拉桥进行在线监测和结构安全评估,很有必要建立竣工阶段的有限元模型作为评价基准模型.本文介绍了某斜拉桥竣工模型的建立方法,比较了成桥荷载试验结果与模型计算结果,提出了基于实测数据的模型修正方法,利用MATLAB软件计算... 为对大跨斜拉桥进行在线监测和结构安全评估,很有必要建立竣工阶段的有限元模型作为评价基准模型.本文介绍了某斜拉桥竣工模型的建立方法,比较了成桥荷载试验结果与模型计算结果,提出了基于实测数据的模型修正方法,利用MATLAB软件计算了参数修正值.经过分析,模型修正后的误差在合理范围内,本文采用的修正方法具有实用价值. 展开更多
关键词 模型修正法 灵敏度分析 荷载试验
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基于有限元模型的荷载横向分布修正法
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作者 董旭 《山东交通学院学报》 CAS 2012年第3期43-47,共5页
基于有限元模型的桥梁荷载横向分布修正法,运用模型计算通用程序建立桥梁的有限元模型。通过对实测挠度与模型计算挠度的相关性分析及反复迭代,最终求得不同刚度的在役桥梁各片梁的荷载横向分布系数。经过模型桥试验的验证分析,该方法... 基于有限元模型的桥梁荷载横向分布修正法,运用模型计算通用程序建立桥梁的有限元模型。通过对实测挠度与模型计算挠度的相关性分析及反复迭代,最终求得不同刚度的在役桥梁各片梁的荷载横向分布系数。经过模型桥试验的验证分析,该方法可较准确地求解桥梁在使用阶段的荷载横向分布。 展开更多
关键词 在役桥梁 荷载横向分布 模型修正法 相关性分析 模型桥试验
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盾构地铁管片设计的修正模型及其应用 被引量:1
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作者 杨悦 《佳木斯大学学报(自然科学版)》 CAS 2014年第2期213-216,共4页
管片和围岩变形一直是地铁设计和施工中待解决的难点之一,通常所采用的惯用法模型中,管片的计算主要考虑土层抗力和接头对结构的主要影响.在对现有模型中管片接头计算方法的研究基础上,本文得到了改进后的惯用法模型,推导了修正惯用法... 管片和围岩变形一直是地铁设计和施工中待解决的难点之一,通常所采用的惯用法模型中,管片的计算主要考虑土层抗力和接头对结构的主要影响.在对现有模型中管片接头计算方法的研究基础上,本文得到了改进后的惯用法模型,推导了修正惯用法模型的位移求解公式,用地层结构法建立了围岩和衬砌的有限元模型.并结合哈尔滨地铁一号线工程实例资料,用修正惯用法模型求解衬砌的位移解析解,又用地层结构法中现用的惯用模型公式分别对围岩变形和衬砌进行了数值解计算,并进行比较.经研究表明,修正后的模型和推导的公式是可靠的,该项研究成果对管片设计具有一定的理论意义. 展开更多
关键词 修正惯用模型 盾构管片 接头简化 围岩变形
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大型复杂结构的两阶段损伤诊断方法 被引量:14
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作者 瞿伟廉 黄东梅 《世界地震工程》 CSCD 2003年第2期72-78,共7页
综述了用于结构损伤识别的各种方法,提出了进行大型复杂结构损伤诊断所面临的问题,列出了已有的两步法的思路、方法,指出了需要研究的方向,为进行大型复杂结构的损伤诊断提供了参考。
关键词 结构损伤识别 大型复杂结构 损伤诊断方 建筑结构 损伤指标 模型修正法 灵敏度分析 反分析 测量噪声
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照影机曲线的修正研究 被引量:5
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作者 刘若华 李汝勤 《纺织学报》 EI CAS CSCD 北大核心 2002年第1期27-28,共2页
为研究纤维照影机曲线的线性修正方法,制作了遮光能力相近的纤维须片,通过不同层数的须片叠合来调整纤维束的纤维量。在分析纤维量与输出电压间关系的基础上,提出了灰色模型修正法。
关键词 棉纤维长度测试 纤维长度照影机 照影机曲线 线性修正 灰色模型修正法
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交互式优化设计方法综述 被引量:1
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作者 霍军周 张旭 邓立营 《机械工程与自动化》 2014年第3期215-217,共3页
对国内外交互式优化方法进行了归纳总结,并依据人解决优化问题侧重点的不同,将交互式优化方法分成交互式的动态修正模型法、交互式的方案评价法和多方式混合交互方法。分别讨论了这几类交互式优化方法的特点及应用范围,最后讨论了尚有... 对国内外交互式优化方法进行了归纳总结,并依据人解决优化问题侧重点的不同,将交互式优化方法分成交互式的动态修正模型法、交互式的方案评价法和多方式混合交互方法。分别讨论了这几类交互式优化方法的特点及应用范围,最后讨论了尚有待深入研究的问题,为机械工程复杂装备设计与研究提供方法研究基础。 展开更多
关键词 交互式优化设计方 动态修正模型 方案评价 多方式混合交互方
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混凝土桥梁损伤诊断及承载力评估述评 被引量:20
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作者 包龙生 于玲 +1 位作者 黄海 杨炳成 《东北公路》 2003年第4期113-115,共3页
阐述了混凝土桥梁结构的承载力与安全性评估、健康检测及损伤诊断的必要性和迫切性 ;系统论述了适用于混凝土桥梁损伤识别的检测技术、诊断方法 ,以及带损伤混凝土桥梁的承载力评估的理论和方法 ,最后指出了值得进一步研究的问题。
关键词 混凝土桥 损伤诊断 承载力 安全性评估 结构振动试验 神经网络方 动力指纹分析 模型修正法 专家系统
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Dynamic finite element model updating using meta-model and genetic algorithm 被引量:3
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作者 费庆国 李爱群 缪长青 《Journal of Southeast University(English Edition)》 EI CAS 2006年第2期213-217,共5页
Current dynamic finite element model updating methods are not efficient or restricted to the problem of local optima. To circumvent these, a novel updating method which integrates the meta-model and the genetic algori... Current dynamic finite element model updating methods are not efficient or restricted to the problem of local optima. To circumvent these, a novel updating method which integrates the meta-model and the genetic algorithm is proposed. Experimental design technique is used to determine the best sampling points for the estimation of polynomial coefficients given the order and the number of independent variables. Finite element analyses are performed to generate the sampling data. Regression analysis is then used to estimate the response surface model to approximate the functional relationship between response features and design parameters on the entire design space. In the fitness evaluation of the genetic algorithm, the response surface model is used to substitute the finite element model to output features with given design parameters for the computation of fitness for the individual. Finally, the global optima that corresponds to the updated design parameter is acquired after several generations of evolution. In the application example, finite element analysis and modal testing are performed on a real chassis model. The finite element model is updated using the proposed method. After updating, root-mean-square error of modal frequencies is smaller than 2%. Furthermore, prediction ability of the updated model is validated using the testing results of the modified structure. The root-mean-square error of the prediction errors is smaller than 2%. 展开更多
关键词 finite element model model updating response surface model genetic algorithm
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非线性包装系统中关键部件振动可靠度分析 被引量:6
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作者 朱大鹏 《振动与冲击》 EI CSCD 北大核心 2019年第18期109-114,134,共7页
研究非线性包装件中关键部件在真实的具有一定谱特征的随机振动激励下的振动可靠度。考虑到实测随机振动PSD曲线的多峰值特征,采用多阶Kanai-Tajimi模型模拟随机振动的功率谱密度,将真实随机振动在标准正态随机变量空间中离散化表达。... 研究非线性包装件中关键部件在真实的具有一定谱特征的随机振动激励下的振动可靠度。考虑到实测随机振动PSD曲线的多峰值特征,采用多阶Kanai-Tajimi模型模拟随机振动的功率谱密度,将真实随机振动在标准正态随机变量空间中离散化表达。考虑包装件中的关键部件,将包装件建模为二自由度非线性支座激励系统,应用模型修正因子法,将非线性包装件等效表示为一个线性化系统,应用一阶可靠度方法分析包装系统中关键部件的首次穿越损坏概率。应用数值分析的方法分析包装件中各参数变化对损坏概率的影响。该研究对于计算包装件损坏概率、优化包装件参数以提高振动可靠度,具有重要的指导意义。 展开更多
关键词 包装件振动可靠度 多阶Kanai-Tajimi模型 模型修正因子 参数影响分析
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非线性包装件加速度响应首次穿越问题分析 被引量:7
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作者 朱大鹏 《振动与冲击》 EI CSCD 北大核心 2018年第24期166-171,共6页
研究非线性包装件在随机振动支座激励下加速度响应的首次穿越损坏概率的分析方法。将随机振动激励离散化表示在标准随机变量空间,构建求解包装件加速度响应首次穿越概率的分析方法。对于非线性系统,应用模型修正因子法构建了系统修正理... 研究非线性包装件在随机振动支座激励下加速度响应的首次穿越损坏概率的分析方法。将随机振动激励离散化表示在标准随机变量空间,构建求解包装件加速度响应首次穿越概率的分析方法。对于非线性系统,应用模型修正因子法构建了系统修正理想化分析模型,用于近似估计非线性系统设计点,由于应用模型修正因子法估计的可靠度指标不小于真实非线性系统可靠度指标,应用最小化可靠度指标求得理想化模型的参数,可准确求得非线性系统设计点。应用一阶可靠性方法分析了非线性包装件加速度首次穿越损坏的概率。实例分析表明,所构建的首次穿越损坏概率分析方法具有良好的准确性,对于包装件振动可靠度分析和优化包装设计具有重要意义。 展开更多
关键词 非线性包装件 首次穿越损坏 模型修正因子(MCFM) 一阶可靠性方(FORM)
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芳香胺固化环氧树脂非等温DSC动力学的研究 被引量:2
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作者 张思思 周茗萱 +2 位作者 李文翔 吴攀洛 管蓉 《粘接》 CAS 2017年第11期17-22,36,共7页
基于非等温DSC得到的数据,采用唯像模型法及非模型法研究了环氧树脂/芳香胺固化体系的固化动力学。唯像模型法中,通过对固化曲线及Málek法引入的y(α),z(α)曲线分析,预测了该固化体系符合SB双参数自催化模型,并使用Levenberg-Marq... 基于非等温DSC得到的数据,采用唯像模型法及非模型法研究了环氧树脂/芳香胺固化体系的固化动力学。唯像模型法中,通过对固化曲线及Málek法引入的y(α),z(α)曲线分析,预测了该固化体系符合SB双参数自催化模型,并使用Levenberg-Marquardt(LM)算法进行最小二乘拟合,引入动力学修正因子C_f进行修正拟合;非模型法中,使用改进的等转化率法(NLV Vyazovkin法)计算了不同固化度(α)条件下活化能(E_α)的大小,通过ABS微分法对几组简化α的SB方程进行了补偿参数计算。结果表明,引入C_f的SB双参数自催化模型能够较好地拟合该固化体系固化反应动力学过程;反应前期E_α随增α加而快速下降,固化反应后期E又逐渐增加;E_α与指前因子(A)之间的关系能够通过"补偿参数"方程进行较好的表达。 展开更多
关键词 环氧树脂 固化动力学 修正模型 改进等转化率 补偿参数
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General dynamic model for educational assembling-type robot and its fast simulation algorithm 被引量:2
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作者 高海涛 张志胜 +1 位作者 曹杰 史金飞 《Journal of Southeast University(English Edition)》 EI CAS 2009年第3期340-345,共6页
To realize automatic modeling and dynamic simulation of the educational assembling-type robot with open structure, a general dynamic model for the educational assembling-type robot and a fast simulation algorithm are ... To realize automatic modeling and dynamic simulation of the educational assembling-type robot with open structure, a general dynamic model for the educational assembling-type robot and a fast simulation algorithm are put forward. First, the educational robot system is abstracted to a multibody system and a general dynamic model of the educational robot is constructed by the Newton-Euler method. Then the dynamic model is simplified by a combination of components with fixed connections according to the structural characteristics of the educational robot. Secondly, in order to obtain a high efficiency simulation algorithm, based on the sparse matrix technique, the augmentation algorithm and the direct projective constraint stabilization algorithm are improved. Finally, a numerical example is given. The results show that the model and the fast algorithm are valid and effective. This study lays a dynamic foundation for realizing the simulation platform of the educational robot. 展开更多
关键词 educational robot dynamic model sparse matrix augmentation algorithm constraint stabilization
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AN UPDATING METHOD FOR LOCAL MODEL ERRORS
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作者 李书 冯太华 范绪箕 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 1995年第2期129-133,共5页
The location of model errors in a stiffness matrix by using test data has been investigated by the others.The present paper deals with the problem of updating stiffness elements in the erroneous areas. Firstly,a model... The location of model errors in a stiffness matrix by using test data has been investigated by the others.The present paper deals with the problem of updating stiffness elements in the erroneous areas. Firstly,a model that bears relation to erroneous elements only is derived.This model is termed local errors model,which reduces orders and computational loads compared with global stiffness matrix. Secondly,an inverse eigenvalue method is used to update model errors. The results of a numerical experiment demonstrate that the method is quite effective. 展开更多
关键词 finite element methods STRUCTURES inverse problem updating method MODEL
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Modified method for extraction of watershed boundary with digital elevation modeling 被引量:5
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作者 王殿中 郝占庆 熊在平 《Journal of Forestry Research》 SCIE CAS CSCD 2004年第4期283-286,共4页
Boundary extraction of watershed is an important step in forest landscape research. The boundary of the upriver wa-tershed of the Hunhe River in the sub-alpine Qingyuan County of eastern Liaoning Province, China was e... Boundary extraction of watershed is an important step in forest landscape research. The boundary of the upriver wa-tershed of the Hunhe River in the sub-alpine Qingyuan County of eastern Liaoning Province, China was extracted by digital elevation modeling (DEM) data in ArcInfo8.1. Remote sensing image of the corresponding region was applied to help modify its copy according to Enhanced Thematic Mapper (ETM) image抯 profuse geomorphological structure information. Both the DEM-dependent boundary and modified copy were overlapped with county map and drainage network map to visually check the effects of result. Overlap of county map suggested a nice extraction of the boundary line since the two layers matched precisely, which indicated the DEM-dependent boundary by program was effective and precise. Further upload of drainage network showed discrepancies between the boundary and the drainage network. Altogether, there were three sections of the extraction result that needed to correct. Compared with this extraction boundary, the modified boundary had a better match to the drainage network as well as to the county map. Comprehensive analysis demonstrated that the program extraction has generally fine precision in position and excels the digitized result by hand. The errors of the DEM-dependant extraction are due to the fact that it is difficult for program to recognize sections of complex landform especially altered by human activities, but these errors are discernable and adjustable because the spatial resolution of ETM image is less than that of DEM. This study result proved that application of remote sensing information could help obtain better result when DEM method is used in extraction of watershed boundary. 展开更多
关键词 Forested watershed Boundary extraction Digital elevation modeling (DEM) Enhanced thematic mapper (ETM)
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盾构隧道管片变形的研究 被引量:1
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作者 张兰云 甄冰洁 +3 位作者 陈实 陈瑞 尚工博 杨悦 《黑龙江科技信息》 2012年第29期293-293,共1页
衬砌变形一直是地铁设计和施工中待解决的难题之一。对于常用的惯用法模型管片计算模型的建立主要是考虑接头和土层抗力两种因素对结构的影响。本文对现有管片计算模型的接头简化进行了改进,得到了修正惯用法模型。推导了修正惯用法模... 衬砌变形一直是地铁设计和施工中待解决的难题之一。对于常用的惯用法模型管片计算模型的建立主要是考虑接头和土层抗力两种因素对结构的影响。本文对现有管片计算模型的接头简化进行了改进,得到了修正惯用法模型。推导了修正惯用法模型的位移求解公式;并结合哈尔滨地铁一号线工程实例资料,用惯用法模型和修正惯用法模型分别求解围岩变形,然后进行了对比分析。研究结果表明,本文推导的公式是可靠的,对地铁管片的设计和施工具有理论和实践意义。 展开更多
关键词 盾构管片 修正惯用模型 接头简化 围岩变形
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Gate-Capacitance-Shift Approach and Compact Modeling for Quantum Mechanical Effects in Poly-Gates
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作者 张大伟 章浩 +1 位作者 田立林 余志平 《Journal of Semiconductors》 EI CAS CSCD 北大核心 2004年第12期1599-1605,共7页
A new approach,gate-capacitance-shift (GCS) approach,is described for compact modeling.This approach is piecewise for various physical effects and comprises the gate-bias-dependent nature of corrections in the nanosca... A new approach,gate-capacitance-shift (GCS) approach,is described for compact modeling.This approach is piecewise for various physical effects and comprises the gate-bias-dependent nature of corrections in the nanoscale regime.Additionally,an approximate-analytical solution to the quantum mechanical (QM) effects in polysilicon (poly)-gates is obtained based on the density gradient model.It is then combined with the GCS approach to develop a compact model for these effects.The model results tally well with numerical simulation.Both the model results and simulation results indicate that the QM effects in poly-gates of nanoscale MOSFETs are non-negligible and have an opposite influence on the device characteristics as the poly-depletion (PD) effects do. 展开更多
关键词 compact model nanoscale regime GCS approach QM effects in poly-gates
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Adiabatic correction for the esterification of acetic anhydride by methanol via accurate kinetics
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作者 Ze Dong Liping Chen +2 位作者 Yingying Ma Haoliang Peng Wanghua Chen 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2018年第9期1954-1959,共6页
In the field of adiabatic correction for complex reactions,a simple one-stage kinetic model was used to estimate the real reaction kinetics.However,this assumption simplified the real process,inevitably generated inac... In the field of adiabatic correction for complex reactions,a simple one-stage kinetic model was used to estimate the real reaction kinetics.However,this assumption simplified the real process,inevitably generated inaccurate or even unsafe results.Therefore,it was necessary to find a new correction method for complex reactions.In this work,esterification of acetic anhydride by methanol was chosen as an object reaction of study.The reaction was studied under different conditions by Reaction Calorimeter(RC1).Then,Thermal Safety Software(TSS)was used to establish the kinetic model and estimate the parameters,where,activation energies for three stages were67.09,81.02,73.77 kJ?mol^(-1)respectively,and corresponding frequency factors in logarithmic form were 16.05,19.59,15.72 s^(-1).In addition,two adiabatic tests were performed by Vent Sizing Package2(VSP2).For accurate correction of VSP2 tests,a new correction method based on Enhanced Fisher method was proposed.Combined with kinetics,adiabatic correction of esterification reaction was achieved.Through this research,accurate kinetic parameters for a three-step kinetic model of the esterification reaction were acquired.Furthermore,the correlation coefficients between simulated curves and corrected curves were 0.976 and 0.968,which proved the accuracy of proposed new adiabatic correction method.Based on this new method,conservative corrected results were able to be acquired and be applied in safety assessment. 展开更多
关键词 Adiabatic correction KINETICS New method Complex reaction ESTERIFICATION Model reaction
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Dynamic Detection of Reinforced Concrete Bridge Damage by Finite Element Model Updating
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《Journal of Mechanics Engineering and Automation》 2014年第1期40-45,共6页
The present work consists of dynamic detection of damages in reinforced concrete bridges by using a MMUM (mathematical model updating method) from incomplete test data. A well suited finite element model of a repair... The present work consists of dynamic detection of damages in reinforced concrete bridges by using a MMUM (mathematical model updating method) from incomplete test data. A well suited finite element model of a repaired bridge is carried out. The diagnosis enables us to locate and detect the damage in a reinforced concrete bridge. Thus, developments of analytical predictions have been checked by modal testing techniques. Besides, the FTCS (finite time centered space) scheme is developed to solve the set of equations which can easily handle finite element matrices of a bridge model. It is shown in this study that the method is applied to detect damages as well as existing cracks in real time of a repaired bridge. To check the efficiency of the method, the repaired bridge of OuedOumazer in Algeria has been selected. It is proven that identification methods have been able to detect the exact location of damage areas to be corrected avoiding the inaccuracy from the finite element model for the mass, stiffness and loading. 展开更多
关键词 BRIDGES DAMAGE DETECTION MMUM finite elements FTCS correlation.
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Proximal Point-Like Method for Updating Simultaneously Mass and Stiffness Matrices of Finite Element Model
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作者 DAI Hua WANG Kangkang 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2020年第1期1-12,共12页
The problem of correcting simultaneously mass and stiffness matrices of finite element model of undamped structural systems using vibration tests is considered in this paper.The desired matrix properties,including sat... The problem of correcting simultaneously mass and stiffness matrices of finite element model of undamped structural systems using vibration tests is considered in this paper.The desired matrix properties,including satisfaction of the characteristic equation,symmetry,positive semidefiniteness and sparsity,are imposed as side constraints to form the optimal matrix pencil approximation problem.Using partial Lagrangian multipliers,we transform the nonlinearly constrained optimization problem into an equivalent matrix linear variational inequality,develop a proximal point-like method for solving the matrix linear variational inequality,and analyze its global convergence.Numerical results are included to illustrate the performance and application of the proposed method. 展开更多
关键词 model updating proximal point method optimal matrix pencil approximation matrix linear variational inequality
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