摘要
悬挑框架中的挑梁截面高度的确定以及钢筋配置是结构设计中经常遇到的问题,通过设置不落地的梁端边柱,可以改变结构性能,并降低截面尺寸及配筋.
In structural design,the determination of the overhanging beam section height dimension on the overhanging frame and the placing of steel bars can not only change the structural behaviour but also reduce the sectional dimension and reinforcement by setting unlanded edge pillar at the end of the beam.
出处
《辽宁工程技术大学学报(自然科学版)》
CAS
1998年第1期101-104,共4页
Journal of Liaoning Technical University (Natural Science)