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1)  stress level index
应力水平指标
1.
By calculated stress level index β of old RC column,enhanced coefficient α of concrete strength of strengthened column and reduced coefficient γ of material strength of shaped steel are confirmed.
通过计算原柱混凝土平均压应力水平指标β,确定原柱混凝土加固后强度提高系数α和钢构套角钢材料强度降低系数γ。
2.
By calculated stress level index β of old RC column, enhanced coefficient a of concrete strength of strengthened column and reduced coefficient γ of material strength of shaped steel are confirmed.
通过计算 原柱混凝土平均压应力水平指标β,确定原柱混凝土加固后强度提高系数α和钢构套角钢材料强度降低系 数γ。
2)  horizontal stress index K D
水平应力指数KD
1.
Through comparing the undrainde shear strength determined by laboratory tests with that by DMT horizontal stress index K D,make a conclusion that Marchetti s equations concerning the evaluation of undrained shear strength are applicable to soft cohesive soils in Shanghai district,and the dilatometer modulus E D has linear relativity with undrained shear strength.
通过室内试验及十字板剪切试验得到的不排水抗剪强度cu 与用扁铲指数 (水平应力指数KD)计算得到的不排水抗剪强度cu 进行比较 ,说明Marchetti(1980 )计算cu 的公式适用于上海地区的饱和软粘土。
3)  horizontal stress index
水平应力指数
4)  indices level
指标水平
5)  stress index
应力指标
6)  critical horizontal stress index(K_(Dcr))
临界水平应力指数
1.
Combining with the engineering practice in Nanjing and empirical formulas at home and abroad,the calculating method of the critical horizontal stress index(K_(Dcr)) is put forward;moreover,the liquefaction estimation and calculation of liquefaction grade are made by this method.
结合南京的工程实践和国内、外的经验公式,提出了临界水平应力指数(KDcr)的计算方法,并以此来进行液化判别和计算液化等级。
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。
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