摘要
基于 4片钢筋混凝土板梁室内试验的裂缝特征 ,经回归分析及结构非线性分析 ,建立了以裂缝统计特征推测结构的受压区高度、变形曲率 ,进而预测结构配筋率的方法 ,从而达到对结构性能进行有效评估的目的。该方法简便可行 。
Based on crack distinctive feature obtained from 4 reinforced concrete slab girders test,through regressive analysis and nonlinear analysis,the method that can forecast structural press region height,deformed curvature and structural steel ratio is established. Structural performance can be effectively evaluated by it. The method is simple, convenient and low in cost.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
2001年第2期58-60,共3页
China Journal of Highway and Transport
关键词
钢筋混凝土板
裂缝
配筋率
结构评估
桥梁
reinforced concrete board
crack
steel ratio
evaluation of structure