摘要
本文结合对镇江大港码头工程采用的宽型空心大板进行模型试验的情况,进行多种计算比较分析,阐明宽型空心大板群体受竖向外力的横向分布规律,推荐设计计算铰接宽板采用的方法。
Based on the experimental results of wide-type precast hollow slab in Zhenhing harbor, the transverse load distribution patterns of wide-type precast hollow slab groups are described and a computation method for predicting the transverse distribution of the ball joint wide-type slabs is recommended in this paper.
出处
《重庆交通学院学报》
1993年第1期41-49,共9页
Journal of Chongqing Jiaotong University
关键词
空心板
试验
码头
precast hollow slab, pier engineering, experi mental study
