Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

运用FORTRAN语言编制了短肢剪力墙-核心筒结构剪力墙刚度优化程序。

Counterfort retaining walls are optimized in the paper, using the optimum program, costs of different counterfort retaining wall parameters were calculated and based on the contrast analysis.

本文对扶壁式挡土墙进行优化计算,利用优化计程序对不同参数下的截面状态和工程造价进行析比较。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

后运用FORTRAN语言编制了短肢剪力墙-核心筒结构剪力墙刚度优化程序。

Counterfort retaining walls are optimized in the paper, using the optimum program, costs of different counterfort retaining wall parameters were calculated and based on the contrast analysis.

本文对扶壁式挡土墙进行优化计算,利用优化计程序对不同参数下的截面状态和工程造价进行析比较。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运用FORTRAN语言编制了短肢剪力墙-核心筒结构剪力墙刚度优化程序。

Counterfort retaining walls are optimized in the paper, using the optimum program, costs of different counterfort retaining wall parameters were calculated and based on the contrast analysis.

本文扶壁式挡土墙进行优化,用优化程序参数下的截面状态和工程造价进行分析比较。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运FORTRAN语编制了短肢剪力墙-核心筒结构剪力墙刚度优化程序。

Counterfort retaining walls are optimized in the paper, using the optimum program, costs of different counterfort retaining wall parameters were calculated and based on the contrast analysis.

本文对扶壁式挡土墙进行优化计算,利优化计程序对不同参数下的截面状态和工程造价进行分析比较。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运用FORTRAN语言编制了短肢剪力墙-核心筒结构剪力墙刚度化程序。

Counterfort retaining walls are optimized in the paper, using the optimum program, costs of different counterfort retaining wall parameters were calculated and based on the contrast analysis.

本文对扶壁式挡土墙化计算,利用化计程序对不同参截面状态和工程造价分析比较。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运用FORTRAN语言编制了短肢剪力墙-核心筒结构剪力墙刚度程序。

Counterfort retaining walls are optimized in the paper, using the optimum program, costs of different counterfort retaining wall parameters were calculated and based on the contrast analysis.

本文对扶壁式挡土墙进行算,利用程序对不下的截面状态和工程造价进行分析比较。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运用FORTRAN语言编制了短肢剪力-核心筒结构剪力优化程序。

Counterfort retaining walls are optimized in the paper, using the optimum program, costs of different counterfort retaining wall parameters were calculated and based on the contrast analysis.

本文对扶壁式挡土进行优化计算,利用优化计程序对不同参数下的截面状态和工程造价进行分析。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运用FORTRAN语言编制了短肢剪力-核心筒结构剪力刚度优化程序。

Counterfort retaining walls are optimized in the paper, using the optimum program, costs of different counterfort retaining wall parameters were calculated and based on the contrast analysis.

本文对扶壁式挡行优化计算,利用优化计程序对不同参数下状态和工程造价行分析比较。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运用FORTRAN语言编制了短肢剪力-核心筒结构剪力刚度优化程序。

Counterfort retaining walls are optimized in the paper, using the optimum program, costs of different counterfort retaining wall parameters were calculated and based on the contrast analysis.

本文对扶壁式挡土优化计算,利用优化计程序对不同参数面状态和工程造价分析比较。