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钢筋混凝土变径桩的优化设计
引用本文:宁站西,白晓红,张东晓.钢筋混凝土变径桩的优化设计[J].山西建筑,2007,33(21):93-94.
作者姓名:宁站西  白晓红  张东晓
作者单位:1. 洛阳师范学院监察审计处,河南洛阳 471022
2. 西安建筑科技大学土木工程学院,陕西西安 710055
3. 河南省禹州中昌工程建设有限公司,河南洛阳 471000
基金项目:河南省重大科技攻关项目(项目编号:2462004)
摘    要:结合处罚函数法及单纯形法对变径桩直径及扩大头直径进行优化设计,得出一定荷载下桩径的取值范围和最优结果,所编程序既可完成单一土层的优化,也可完成多种土层的优化,具有较高的理论意义和实用价值。

关 键 词:变径桩  优化设计  目标函数  单纯形法
文章编号:1009-6825(2007)21-0093-02
修稿时间:2007-03-30

Optimum design of reinforced concrete variable-section piles
NING Zhan-xi,BAI Xiao-hong,ZHANG Dong-xiao.Optimum design of reinforced concrete variable-section piles[J].Shanxi Architecture,2007,33(21):93-94.
Authors:NING Zhan-xi  BAI Xiao-hong  ZHANG Dong-xiao
Affiliation:NING Zhan-xi BAI Xiao-hong ZHANG Dong-xiao
Abstract:The optimization problem is solved by using an external penalty function and a simple method. The area of pile shaft and the optimal result on certain load have been obtained. So it has theoretical meaning and practical value to have optimum design on the diameters of the pile shaft and the expanded bodies. The optimal program is used not only in the single soil but also the multilayer soil. The practice shows that it has theoretical meaning and practical value.
Keywords:variable cross-section pile  the optimal design  object function  simple method
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