局部均布荷载作用下四边支承矩形板的内力计算

以矩形板的Navier解为基础，采用带补充项的傅里叶级数作为挠度函数，研究了局部均布荷载作用下四边支承矩形薄板的弯曲问题. 推导了确定待定系数的线性代数方程组，给出了简支边和固支边不同组合条件下的统一计算公式. 讨论了带补充项法级数解的收敛速度，并与叠加法级数解及有限元数值解分别进行了精度和计算量的对比. 结果表明，带补充项法的级数解达到收敛的级数项数约为40项. 带补充项法的级数解与叠加法级数解具有同样的求解精度. 有限元解随网格的细分，计算结果逐渐接近级数法解. 级数解法的计算量与有限元解法相比是微不足道的. 研究成果适于进行构筑物顶板受局部均布荷载作用的结构计算.     

表面焊板加强方钢管T型节点的受压性能

为研究覆板及环口板加强方钢管T型节点的受压性能,建立并验证了加强节点的有限元分析模型,考察了支管宽度和加强板尺寸等参数的影响规律,分析了加强节点的破坏形态及承载力设计方法.参数分析结果表明:支管宽度与加强板厚度是影响覆板和环口板加强节点受压性能的关键参数,并决定了加强节点的破坏模式;当支管-主管宽度比超过0. 8或加强板与主管厚度比大于2. 2时,节点发生主管侧壁屈曲控制的破坏形态,没必要继续增加加强板厚度;文中提出的新型环口板加强方法可以较好地增强主管翼缘和侧壁,阻止或延迟主管侧壁屈曲的发生.文中还采用现有规范和文献的设计公式,计算了覆板及环口板加强节点的受压承载力,验证了各公式的适用范围,从而为该类加强节点的设计提供参考.     

杂散光影响与最佳相衬板设计

本文首先介绍了不考虑杂散光条件下的相衬板设计方法.在此基础上,分析了杂散光的影响,给出了相板最佳参数与杂散光之间的关系,提出相板设计的建议.     

用剪接板实现自动数据交换

本文讨论了一种通过剪接板在Ｗｉｎｄｏｗｓ多任务之间实现数据自动交换的方法。     

水泥砼路面断板的成因、预防与处理

通过对水泥砼路面断板的成因分析,提出一些预防措施及产生断板后的处理方法,以在使用过程中积极采取预防措施,及时进行病害处理,保证车辆正常行驶。     

Application of triple potential step amperometry method for quantitative electroanalysis

A novel quantitative electroanalysis method, triple potential step amperometry (TPSA), was developed and explained with an example of nitrobenzene analyzing in water. The selectivity of TPSA was im- proved by controlling the potential step within a narrow interval and using enzyme-modified electrode, the narrow potential step makes the method avoid most interferents, and enzyme-modified electrode can enhance the response of target substance selectively. The peak area was investigated for quanti- tative calibration, such as nitrobenzene concentration showing a linear relation with the peak area, with the correlation coefficients being 0.9995. The t-test and F-test were applied to evaluating the reliability of TPSA, the results showed that there was no evidence of systematic error for TPSA, and the method was of no significant difference from CV. The merit of fast detecting and few potential changing times make the TPSA suitably applicable to low-cost automatic monitoring equipments.