摘要
对大型变断面钢桁架结构模型进行静力特性试验研究，对应力及挠度进行了多工况测试．并与数值计算值逐一进行了分析比较，得出若干结论．
This paper deals with the static property tests to a large steel truss structural modelwith varying cross-section.The stresses and deflections are measured under multi-loadingconditions.The values from tests are analysed and compared with those from numerical calculations.Several conclusions are drawn.
出处
《武汉交通科技大学学报》
1995年第1期49-56,共8页
Journal of Wuhan University of Technology(Transportation Science & Engineering)
