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An acceleration potential method is adopted to calculate the transient wave loads on the plate.
Thus an equivalent coupling method is adopted to calculate the hydro-mechanical interaction in hydraulic tunnel.
In this paper, credit method is adopted to calculate the total annual cost.
According to the feature point, the zero-crossing method is adopted to calculate the ultrasonic wave propagation time.
A modified ACI design method is adopted to calculate the nominal shear strength of TRC and TSRC short columns based on the FEM and analysis results.
A modified ACI design method is adopted to calculate the nominal shear strength of STRC columns as well as CTRC columns based on the test and analysis results.
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A modified Eurocode 4 design method was adopted to calculate the ultimate strength of square TSRC columns.
The finite element method was adopted to calculate the sensitivity distribution, and the influence of relevant structural parameters on the sensitivity distribution characteristic is analyzed.
A modified ACI design method was adopted to calculate the nominal shear strength of STSRC columns as well as CTSRC columns.
The API RP 11L method (API 1977) is adopted to calculate the polished rod load in this paper.
Besides, Beck's nonlinear inverse estimation method was adopted to calculate IHTC and analyze the effect of GH4169 deformation rate on IHTC.
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