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高层建筑刚架考虑轴变效应分析的递推法
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作者 徐汉忠 张衍涛 《河海大学学报(自然科学版)》 CAS CSCD 1992年第3期32-37,共6页
本文对有侧移且考虑轴向变形效应的高层建筑平面框架的计算分析提出了一种递推解法.其主要原理是,将多层刚架离散成一个个单层刚架,由结构力学知识,建立一层中上部结点量和下部结点量之间的关系式,即一层中的递推关系,再通过层与层之间... 本文对有侧移且考虑轴向变形效应的高层建筑平面框架的计算分析提出了一种递推解法.其主要原理是,将多层刚架离散成一个个单层刚架,由结构力学知识,建立一层中上部结点量和下部结点量之间的关系式,即一层中的递推关系,再通过层与层之间的连续条件,建立刚架最底层下部结点量和最顶层上都结点量之间的关系式,解之可得底层下部未知结点量,然后由一层中的递推关系式,从底层开始向上逐层递推而求得所有结点量.这是一个不受几何物理参数与荷载形式所制约,对计算机容量要求较少而易于在微机上实现的精确方法,它比近年来其它文献所提出的一些方法更简单,适应性更强. 展开更多
关键词 高层 建筑物 刚架 轴变效应分析
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平面曲杆分析的边值法
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作者 钟岱辉 时希柏 吕丽华 《山东建筑工程学院学报》 2001年第3期13-18,共6页
根据矩阵结构分析理论 ,基于节点柔度矩阵和节点刚度矩阵 ,给出了平面曲杆单元刚度矩阵建立的统一构式 ,同时对曲杆单元节点荷载的计算给出了相应的计算公式 ,公式中考虑了曲杆的轴变和温变效应。建立了曲杆结构体系基本递归矩阵和派生... 根据矩阵结构分析理论 ,基于节点柔度矩阵和节点刚度矩阵 ,给出了平面曲杆单元刚度矩阵建立的统一构式 ,同时对曲杆单元节点荷载的计算给出了相应的计算公式 ,公式中考虑了曲杆的轴变和温变效应。建立了曲杆结构体系基本递归矩阵和派生递归矩阵 ,给出了平面曲杆体系位移边值分析的递归构式。采用曲杆单元计算精度高 ,需要的单元数目少 ,位移边值法的使用使计算工作量大大减少 ,而且编程简单。文中的分析方法和过程可用于平面折杆系结构的分析 ,可以推广应用于空间曲、折杆系结构的分析。 展开更多
关键词 平面曲杆 节点柔度矩阵 轴变效应 温度效应 边值递归分析
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用微机分析复式框架的位移迭代法
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作者 蔡方篯 张韫美 《天津大学学报》 EI CAS CSCD 1992年第1期71-76,共6页
考虑框架梁,柱的轴变效应,研究出用PC-1500分析复式框架的位移迭代法,并编制了程序“ITAN-3”。该法通用于简式框架及复式框架。计算数例表明本法的实用性。
关键词 框架 复式框架 位移迭代 轴变效应
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带斜撑框架的位移迭代法
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作者 张韫美 蔡方 《天津大学学报》 EI CAS CSCD 1995年第1期126-128,共3页
本文考虑了框架梁、柱及斜撑的弯曲变形及轴变效应,研究出用PC-1500机分析带斜撑框架的位移迭代法,并编制了1TAN—4程序.算例分析表明本法的正确性及实用性.
关键词 带斜撑框架 位移迭代法 轴变效应 框架梁
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An Analytical Model of Electron Mobility for Strained-Si Channel nMOSFETs 被引量:1
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作者 李小健 谭耀华 田立林 《Journal of Semiconductors》 EI CAS CSCD 北大核心 2008年第5期863-868,共6页
An analytical model of electron mobility for strained-silicon channel nMOSFETs is proposed in this paper. The model deals directly with the strain tensor,and thus is independent of the manufacturing process. It is sui... An analytical model of electron mobility for strained-silicon channel nMOSFETs is proposed in this paper. The model deals directly with the strain tensor,and thus is independent of the manufacturing process. It is suitable for (100〉/ 〈110) channel nMOSFETs under biaxial or (100〉/〈 110 ) uniaxial stress and can be implemented in conventional device simulation tools . 展开更多
关键词 STRAINED-SI electron mobility analytical model NMOSFET uniaxial stress/strain
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Closed-form solution to thin-walled box girders considering effects of shear deformation and shear lag 被引量:18
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作者 周旺保 蒋丽忠 +1 位作者 刘志杰 刘小洁 《Journal of Central South University》 SCIE EI CAS 2012年第9期2650-2655,共6页
Considering three longitudinal displacement functions and uniform axial displacement functions for shear lag effect and uniform axial deformation of thin-walled box girder with varying depths,a simple and efficient me... Considering three longitudinal displacement functions and uniform axial displacement functions for shear lag effect and uniform axial deformation of thin-walled box girder with varying depths,a simple and efficient method with high precision to analyze the shear lag effect of thin-walled box girders was proposed.The governing differential equations and boundary conditions of the box girder under lateral loading were derived based on the energy-variational method,and closed-form solutions to stress and deflection corresponding to lateral loading were obtained.Analysis and calculations were carried out with respect to a trapezoidal box girder under concentrated loading or uniform loading and a rectangular box girder under concentrated loading.The analytical results were compared with numerical solutions derived according to the high order finite strip element method and the experimental results.The investigation shows that the closed-form solution is in good agreement with the numerical solutions derived according to the high order finite strip method and the experimental results,and has good stability.Because of the shear lag effect,the stress in cross-section centroid is no longer zero,thus it is not reasonable enough to assume that the strain in cross-section centroid is zero without considering uniform axial deformation. 展开更多
关键词 shear lag effect thin-walled box girder energy-variational method shear deformation closed-form solution
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Motion Track Modeling and Analysis of Belt Spindle under Combined Effects of Bending Moment-Torque-Thermal Deformation 被引量:1
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作者 齐向阳 高卫国 +2 位作者 刘腾 张大卫 Mao Ken 《Transactions of Tianjin University》 EI CAS 2015年第3期209-215,共7页
The motion track of belt spindle is important for the radial error of belt spindle. An analytical modeling method for the motion track of belt spindle under the combined effects of bending moment-torque-thermal deform... The motion track of belt spindle is important for the radial error of belt spindle. An analytical modeling method for the motion track of belt spindle under the combined effects of bending moment-torque-thermal deformation is proposed in this paper. Three running phases of belt spindle have been analyzed and modeled: the start-up phase with leaping change due to the change in force and bending moment, the accelerating phase with axis deflection, and the constant speed phase with axis regression because of the combined effects of bending moment-torque-thermal deformation. The simulation and test were completed on the belt spindle of SKVM850 machine tool, which illustrates the variation law of the radial error of belt spindle during the whole running phases. 展开更多
关键词 belt spindle TORQUE MOMENT thermal deformation DEFLECTION regression
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Effect of height of rock specimen on strain localization, precursor to failure and entire deformational characteristics 被引量:1
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作者 王学滨 《Journal of Coal Science & Engineering(China)》 2006年第2期16-20,共5页
Patterns of shear band, precursors to shear failure occurring in strain-softening stage, axial, lateral and volumetric strains as well as Poisson's ratio of plane strain rock specimens in compression for different he... Patterns of shear band, precursors to shear failure occurring in strain-softening stage, axial, lateral and volumetric strains as well as Poisson's ratio of plane strain rock specimens in compression for different heights were investigated by use of Fast Lagrangian Analysis of Continua(FLAC). A material imperfection closer to the lower-left corner of the specimen was prescribed. For finer mesh, the imperfection was modeled by four null elements, while it was modeled by a null element for coarser mesh. FISH functions were written to calculate the entire deformational characteristics of the specimen. In elastic stage, the adopted constitutive relation was linear elastic; in strain-softening stage, a composite Mohr-Coulomb criterion with tension cut-off and a post-peak linear constitutive relation were adopted. Height of rock specimen does not influence shear band's pattern (including the thickness and inclination angle of shear band). The slopes of the post-peak stress-axial strain curve, stress-lateral strain curve, lateral strain-axial strain curve, Poisson's ratio-axial strain curve and volumetric strain-axial strain curve depend on the height. Hence, the slopes of these curves cannot be considered as material properties. Nonlinear deformation prior to the peak stress is a kind of precursors to shear failure, which is less apparent for shorter specimen. For the same axial strain, lower lateral expansion is reached for shorter specimen, leading to lower Poisson's ratio and higher volumetric strain. The maximum volumetric strain of longer specimen is less than that of shorter specimen. The conclusions drawn from numerical results using finer mesh qualitatively agree with those using coarser mesh. 展开更多
关键词 shear band size effect PRECURSOR axial strain lateral strain volumetric strain
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