摘要
双柱花瓶墩横系梁受力复杂,通过杆系模型、拉压杆模型及实体模型三种分析方法,对双柱花瓶墩横系梁结构设计参数进行科学性研究。
The beam of double column pier is a complex force component.In this paper,through the threeanalytical method of beam-column element、strutand-tie model and solid element,the design parameters of beam structure of double column pier are studied scientifically.
作者
姜晓鹏
蒋发
JIANG Xiao-peng;JIANG Fa(Qingdao Municipal Engineering Design Research Institute,Shandong Qingdao 266600 China)
关键词
双柱花瓶墩横系梁
模型
偏心距
力学性能
配筋
double column pier beam
model
eccentricity
mechanical property
the placing of steel bars
