1) stress adjusting method
应力调整法
1.
Ultimate stress method is presented,including stress adjusting method,compressive area method and stress and settlement decomposition method.
提出复合桩基沉降计算的最终应力法 ,包括简化应力调整法、压缩区域分解法和应力与沉降分解法 ,并给出了两个工程实例。
3) modified simplified stress method
修正简化应力调整法
1.
On the base of the theoretical analysis,experiment results and numerical simulations,a new method for calculating the settlement of composite pile foundation, modified simplified stress method, is put forwarded,which is applied to analyze three cases.
根据复合桩基的理论分析和试验结果,结合有限元的模拟分析,提出了一种计算复合桩基沉降计算的新方法——修正简化应力调整法,并对3个工程实例进行了计算。
4) Stress re-adjusting zone
应力调整区
5) to adjust the stress of main girder
调整主梁应力
6) Stress-adjust function
应力调整函数
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条