摘要
本文将多点锚拉对桩板墙的约束视作弹性支点，同时考虑到基床对桩的抗力作用，得出了计算锚拉索拉力和桩墙内力、位移的方法和公式，并编制了能模拟施工过程的计算程序。实例分析表明，本文的方法能够较真实地反映锚拉桩板墙的结构性态，计算结果与模型试验成果基本一致。
The formula and method is riveal to caclculating the pulling force of anchor wire and innerforce and displacement of pile, regarding binders from multi-anchored wire as elastic fulcra and taking account of antiforce from the base for pile-plate wall. The program is designed in which the constructon steps can be simulated. The calculating is basicaly in accord with the outecomes of model test by taking an example.
关键词
多点锚拉索
变形约束
模型试验
锚拉桩板墙
multi-anchor wire, deformer restriction, the pulling force of wire, model test
