摘要
该文根据m法及结构的极限理论编制了桥梁竖直多排桩桩基内力计算及截面设计程序。该程序的成功开发避免了繁琐的计算工作,提高了计算精度,节省了计算时间。经实例验证,该程序计算精度较高。
Based on the m-method and the ultimate theory, the computer program of the multi-pile foundation calculation and section design for bridges were discussed in this paper. The program which was successfully designed can avoid complex calculating, improve precision and save time. Some examples showed that the accuracy of this program was well.
出处
《现代交通技术》
2012年第1期47-51,共5页
Modern Transportation Technology
关键词
多排桩基
内力计算
截面设计
程序
multi-pile foundation
inner force calculation
section design
computer program
