摘要
由于受地形地质的影响,在实际工程中出现不等长桩基的现象,针对不等长桩基的内力计算采用空间杆件有限元法进行内力分析,并对该法的基本原理、数学模型、承台的模拟及其内力结果进行了探讨,其结论可供类似工程参考。
Inequal length pile bases are produced in actural project caused by effects of terrain and geology. It makes inner force of analysis by spacial component limited unit method according to inequal length pile base. The basic principle, maths model, simulation of capacity base and result of inner force of this method are discussed in this article, and its conclusion can be reference for familiar project.
出处
《山西建筑》
2007年第16期130-131,共2页
Shanxi Architecture
关键词
不等长桩基
有限元
内力分析
模型
inequal length pile base, limited unit, inner force analysis, mode
