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轻钢龙骨组合墙体抗剪承载力计算方法研究
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作者 张克穷 《唐山学院学报》 2011年第3期51-53,共3页
将轻钢龙骨组合墙体分解成骨架结构和蒙面板,分别进行水平荷载作用下的变形及受力性能分析,再将蒙面板离散成单块板单元,通过单元分析及应用平衡原理,推导出了蒙面板抗剪承载力计算公式,计算结果与试验结果比较表明,此公式合理、安全可... 将轻钢龙骨组合墙体分解成骨架结构和蒙面板,分别进行水平荷载作用下的变形及受力性能分析,再将蒙面板离散成单块板单元,通过单元分析及应用平衡原理,推导出了蒙面板抗剪承载力计算公式,计算结果与试验结果比较表明,此公式合理、安全可靠、简单实用,可供工程设计参考。 展开更多
关键词 轻钢龙骨组合墙体 蒙面板 抗剪承载力 计算方法
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A New Alternative Method for Checking Total Stations
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作者 Nikolitsas Konstantinos 《Journal of Civil Engineering and Architecture》 2015年第1期114-120,共7页
Today, just by activating a button on the display panel of a total station, one can measure horizontal and vertical angles or calculate distances and coordinates of points. For this reason, it has become necessary to ... Today, just by activating a button on the display panel of a total station, one can measure horizontal and vertical angles or calculate distances and coordinates of points. For this reason, it has become necessary to improve the check of a total station in order to respond to its contemporary way of use. The aim of this research is to create a new method for checking total stations using only one check--field, in a different way of the today's standards. The basic principle, of the comparison of an instrument's measurements to those of another instrument with higher accuracy, is implemented into a mathematical model such as the adjustment of an indoor geodetic network. Thus, the check of the proper function of a total station is applied. An a-priori calculation Of^o of the network's adjustment can be calculated by modeling the uncertainties using statistical methods as the random number generators by means of the Monte Carlo method. The prospective ao can then be compared to the a-posteriori ao provided by the adjustment of the measurements which are carried out by using the total station under check. 展开更多
关键词 Single control network geodetic network Monte Carlo techniques.
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