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桥梁竖直多排桩桩基内力计算及设计程序
引用本文:徐中海,王敏,傅斌,王卫强,张铁军.桥梁竖直多排桩桩基内力计算及设计程序[J].现代交通技术,2012,9(1):47-51.
作者姓名:徐中海  王敏  傅斌  王卫强  张铁军
作者单位:1. 江苏省兴化市交通运输局,江苏兴化,225700
2. 江苏省交通科学研究院股份有限公司,江苏南京,211112
3. 江苏省交通规划设计院股份有限公司,江苏南京,210005
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。

关 键 词:多排桩基    内力计算    截面设计    程序

Computer Program and Calculation of Multi-Pile Foundation Inner Force For Bridges
Xu Zhonghai,Wang Min,Fu Bin,Wang Weiqiang,Zhang Tiejun.Computer Program and Calculation of Multi-Pile Foundation Inner Force For Bridges[J].Modern Transportation Technology,2012,9(1):47-51.
Authors:Xu Zhonghai  Wang Min  Fu Bin  Wang Weiqiang  Zhang Tiejun
Institution:1.Transporation Management Bureau of Xinghua,Jiangsu Province, Nanjing 225700, China; 2.Jiangsu Transportation Research Institute Co., Ltd, Nanjing 211112, China; 3.Jiangsu Provincial Communications Planning and Design Institute Co. ,Ltd, Nanjing 210005, China)
Abstract: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.
Keywords:multi-pile foundation  inner force calculation  section design  computer program
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