基于神经网络的结构地震反应仿真研究进展

总结了利用神经网络进行结构地震反应仿真的研究进展,针对线性结构地震仿真的网络模型选择、网络结构确定及仿真精度控制等关键问题进行了探讨并提出了建议,指出了非线性结构地震反应仿真研究所面临的主要问题及解决方向。     

电力市场的输电阻塞管理模型与Matlab编程计算

首先编写MATLAB程序,直接利用各机组的报价方案表和爬坡速率以及段容量得出出力分配初始方案;然后,建立了简明的阻塞费用计算公式;最后,建立了双目标非线性规划进行阻塞管理,并编写了相应的MATLAB计算程序对问题进行求解.     

Flute breakage detection during end milling using Hilbert–Huang transform and smoothed nonlinear energy operator

Real time tool condition monitoring has great significance in modern manufacturing processes. In order to prevent possible damages to the workpiece or the machine tool, reliable monitoring techniques are required to provide fast response to the unexpected tool failure. Milling is one of the most fundamental machining operations. During the milling process, the current of feed motor is weakly related to the cutter condition, the change of power consumption is not significant to identify tool condition. Thus, current of motor-based tool condition still requires some new approaches to sort out significant pattern that could be employed to indicate tool condition. In this paper, a new approach is proposed to detect end mill flute breakage via the feed-motor current signals, which implements Hilbert–Huang transform (HHT) analysis and a smoothed nonlinear energy operator (SNEO) to extract the crucial characteristics from the measured signals to indicate tool breakage. Experiments on a CNC Vertical Machining Centre are presented to show the algorithm performance. The results show that this method is feasible and can accurately and efficiently monitor the conditions of the end mill under varying cutting conditions.     

Analysis of the Tubular Single Lap Joint with Nonlinear Adhesive Properties

The majority of the load transfer of an adhesively-bonded joint is accomplished by the nonlinear behavior of the adhesive. In this paper, the torque transmission capability and shear stress distribution of the tubular single lap joint were calculated by incorporating the nonlinear shear properties of the adhesive. The nonlinear shear properties were represented by three different mathematical models such as two-parameter exponential, linear perfectly-plastic and multilinear strain-softening approximations.

From the analyses and experiments, it was found that all the analyses with nonlinear approximations predicted the torque transmission capabilities accurately, but the two-parameter exponential approximation gave the best predictions with the simplest form for use in numerical calculation.     

小间隙电解加工工艺探讨

简要阐明了小间隙电解加工的主要工艺及注意事项.     

国际工程索赔中神经网络的应用

针对传统BP算法的缺陷,提出了一种采用L-M算法来加快收敛速度改进的BP神经网络,建立了基于LMBP神经网络的非线性系统,并利用该网络模型来预测工程索赔出现的可能性,并通过具体的仿真以及实践结果验证了LMBP网络的有效性,为承包商的工程索赔管理提出了一个新途径。     

MG(南汽)展示厅异型单层网壳结构稳定性分析

在介绍几何非线性有限元法一般列式（T．L）的基础上,推导了三维空间梁单元的刚度矩阵,采用有限元非线性分析理论对MG（南汽）展示厅空间屋盖的整体稳定进行了全过程分析。文中分别讨论了该网壳在有无初始安装偏差影响状态下的稳定性态,采用了弧长法求解非线性方程,得到了该空间网壳结构整体稳定的全过程P-△曲线,为此类异型网壳的设计和分析提供了有价值的参考。     

高含钢率SRC柱轴压承载性能研究

通过对3根含钢率为24.3%的SRC柱的轴压试验,对高含钢率SRC柱构件的轴压承载性能进行了研究。分析了试件的荷载-位移关系曲线特征,揭示了高含钢率SRC柱以钢骨为主要受力部分,依次发生混凝土开裂和压溃、钢筋屈曲、钢骨弯曲失稳等破坏形态。利用有限元软件ABAQUS对试验过程进行了模拟。研究表明,高含钢率SRC柱具有钢构件的承载特性,钢骨塑性阶段的整体失稳导致极限后的承载力下降;工程设计可以采用塑性准则和叠加原理计算其极限承载力。     

复杂截面RC空间框架结构非线性分析

由于异形柱的截面形状与墙身一致,避免了结构柱在建筑平面中的外凸,增加了建筑可用面积,近年来在结构设计中应用日益广泛.文中运用自编的基于纤维模型柔度法非线性分析程序,对3座底层抽柱的异形柱钢筋混凝土空间框架进行了程序分析,并从骨架曲线和滞回曲线两个方面与试验结果进行了比较,表明骨架曲线计算与试验值吻合得很好,验证了基于纤维模型有限单元柔度法非线性分析程序适用于空间框架,而且对于抽柱的不规则结构也适用.     

Experimental and analytical investigation on seismic behavior of Q690 circular high‐strength concrete‐filled thin‐walled steel tubular columns

This paper proposed a new Q690 circular high‐strength concrete‐filled thin‐walled steel tubular (HCFTST) column comprising an ultrahigh‐strength steel tube (yield strength f_y ≥ 690 MPa). A quasi‐static cyclic loading test was conducted to examine the seismic behavior, and the obtained lateral load‐displacement hysteresis curves, skeleton curves, and ductility were analyzed in detail. Then, a numerical model based on a nonlinear fiber beam‐column element incorporating the modified uniaxial cyclic constitutive laws for concrete and steel was developed mainly to predict the seismic behavior of the tested Q690 circular HCFTST columns. The effects of the concrete cylinder compressive strength (f_c), steel yield strength (f_y), axial compression ratio (n), and diameter‐to‐thickness (D/t) ratio on the seismic behavior were investigated through a parametric study. Finally, a simplified hysteretic model incorporating the moment‐resisting capacity and deterioration of the unloading stiffness in addition to a normalized skeleton curve and hysteretic criterion was established. The results indicate the following: the proposed Q690 circular HCFTST columns can display reasonable hysteretic behaviors to some extent; the use of high‐strength steel can lead to a significantly larger elasto‐plastic deformation capacity and delay the appearance of post‐peak behavior, even if a lower ductility capacity is provided; moderately loosening the limitations on the D/t ratio can also result in ideal hysteretic behaviors; and the established numerical model and simplified hysteretic model can satisfactorily predict the experimentally observed load‐displacement hysteretic curves, including the deterioration of the strength and stiffness and can, thus, offer design references for the elasto‐plastic analysis of circular HCFTST columns.