摘要
推导了曲线箱梁剪滞效应的基本微分方程，据此求得不同支承条件及荷载型式的剪切位移ｆ（φ）的解，从而得到各种情况的剪滞系数及有效宽度比的计算公式，最后，探讨了曲线箱梁剪滞效应随跨宽比Ｌ／２ｂ、径宽比Ｒ０／２ｂ等的变化特性。
The fundamental differential eguation of shear-lag effect is derived,and the solutions of shear displacement f(φ)under different conditions of supports and loads are deteimined, using thesolutions,the formula of shear-lag coefficient and effective width ratio are obtained. Finally,theshear-lag effect for different porameters is investigated.
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1994年第3期20-27,共8页
Journal of Southeast University：Natural Science Edition
关键词
曲线箱形梁
剪滞效应
结构力学
curved box beam
shear-lag effect
effective width
displacement method
