摘要
本文设计创作了一个钢纤维混凝土圆柱薄壳，采用一套特制的杠杆加载体系对其稳定性能进行了测试。利用自行研制的非线性计算程序ＮＡＰＳ－ｌ、ＮＡＰＳ－２（ＮｏｎｌｉｎｅａｒＡｎａｌｙｓｉｓＰｒｏｇｒａｍｆｏｒＳｈｅｌｌｓ）对该薄壳结构进行了几何非线性和一般非线性全过程分析，并将试验结果与理论计算结果进行了分析比较。
In the paper,a SFRC (Steel Fibre Reinforced Concrete)cylindrical thin shell is designed and fabricated and its stability behaviors arc tested with a specially-made loading lever-system. By means of programs NAPS-l and NAPS-2 (Nonlinear Analysis Program for Shells) compiled by the authors, the geometrical nonlinear analysis and the general nonlinear analysis are carried out for this thin shell structure, and the experimental measurements are compared with the theoretical results.
出处
《哈尔滨建筑大学学报》
1996年第1期37-42,共6页
Journal of Harbin University of Civil Engineering and Architecture
