期刊文献+
共找到4篇文章
< 1 >
每页显示 20 50 100
基于群索索力相异测度的斜拉桥健康状态评估 被引量:3
1
作者 淡丹辉 赵一鸣 +1 位作者 杨通 闫兴非 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2013年第6期826-833,共8页
基于群索索力的相异测度,提出一套可用于斜拉索索缆承重体系内力状态评估的指标体系.利用桥梁的有限元分析及影响矩阵法,定义了基于极限状态的相异测度指标阈值,并通过蒙特卡罗方法获得这套指标阈值的合理取值.通过该套指标与其阈值体... 基于群索索力的相异测度,提出一套可用于斜拉索索缆承重体系内力状态评估的指标体系.利用桥梁的有限元分析及影响矩阵法,定义了基于极限状态的相异测度指标阈值,并通过蒙特卡罗方法获得这套指标阈值的合理取值.通过该套指标与其阈值体系的比较,建立了斜拉桥整体内力状态的评判方法.利用国内某斜拉桥建成后十年内的斜拉索索力实测资料,用上述方法对该桥进行了健康评估,结果表明了该方法的有效性. 展开更多
关键词 群索索力 状态评估 相异测度 蒙特卡罗方法 影响矩阵法
下载PDF
超方对大跨度PC斜拉桥成桥线形和塔偏的影响分析及调整
2
作者 涂光亚 邹豪博 钟桑 《交通科学与工程》 2013年第3期23-27,66,共6页
在大跨度PC斜拉桥施工过程中,由于顶板和梁高尺寸控制不严,常存在超方现象.为纠正超方对主梁线形和塔偏的影响,通过现场实测,得到每个梁段的超方百分比和中、边跨超方的分布规律.在此基础上,对超方引起的线形和塔偏误差进行预测.通过影... 在大跨度PC斜拉桥施工过程中,由于顶板和梁高尺寸控制不严,常存在超方现象.为纠正超方对主梁线形和塔偏的影响,通过现场实测,得到每个梁段的超方百分比和中、边跨超方的分布规律.在此基础上,对超方引起的线形和塔偏误差进行预测.通过影响矩阵,建立了可调参数与目标状态参数之间的关系方程.采用最小二乘法对该方程进行求解,得到调整超方影响的优化调整措施.由实桥调整后的正装计算结果表明:该方法在理论上能显着减小超方带来的线形和塔偏误差,有效地保证了成桥目标状态的实现. 展开更多
关键词 预应力混凝土 斜拉桥 混凝土超方 影响矩阵 最小二乘法
下载PDF
Direct spectral domain decomposition method for 2D incompressible Navier-Stokes equations
3
作者 Benwen LI Shangshang CHEN 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2015年第8期1073-1090,共18页
An efficient direct spectral domain decomposition method is developed coupled with Chebyshev spectral approximation for the solution of 2D, unsteady and in- compressible Navier-Stokes equations in complex geometries. ... An efficient direct spectral domain decomposition method is developed coupled with Chebyshev spectral approximation for the solution of 2D, unsteady and in- compressible Navier-Stokes equations in complex geometries. In this numerical approach, the spatial domains of interest are decomposed into several non-overlapping rectangu- lar sub-domains. In each sub-domain, an improved projection scheme with second-order accuracy is used to deal with the coupling of velocity and pressure, and the Chebyshev collocation spectral method (CSM) is adopted to execute the spatial discretization. The influence matrix technique is employed to enforce the continuities of both variables and their normal derivatives between the adjacent sub-domains. The imposing of the Neu- mann boundary conditions to the Poisson equations of pressure and intermediate variable will result in the indeterminate solution. A new strategy of assuming the Dirichlet bound- ary conditions on interface and using the first-order normal derivatives as transmission conditions to keep the continuities of variables is proposed to overcome this trouble. Three test cases are used to verify the accuracy and efficiency, and the detailed comparison be- tween the numerical results and the available solutions is done. The results indicate that the present method is efficiency, stability, and accuracy. 展开更多
关键词 incompressible Navier-Stokes equation domain decomposition influencematrix technique Chebyshev collocation spectral method
下载PDF
Amended influence matrix method for removal of rigid motion in the interior BVP for plane elasticity
4
作者 Yizhou CHEN 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2017年第10期1471-1480,共10页
A conventional complex variable boundary integral equation (CVBIE) in plane elasticity is provided. After using the Somigliana identity between a particular fundamental stress field and a physical stress field, an a... A conventional complex variable boundary integral equation (CVBIE) in plane elasticity is provided. After using the Somigliana identity between a particular fundamental stress field and a physical stress field, an additional integral equality is obtained. By adding both sides of this integral equality to both sides of the conventional CVBIE, the amended boundary integral equation (BIE) is obtained. The method based on the discretization of the amended BIE is called the amended influence matrix method. With this method, for the Neumann boundary value problem (BVP) of an interior region, a unique solution for the displacement can be obtained. Several numerical examples are provided to prove the efficiency of the suggested method. 展开更多
关键词 complex variable boundary integral equation (CVBIE) amended influencematrix method removal of rigid body motion Neumann boundary value problem (BVP)
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部