The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.

摘要采用非线性全过程数值分析方法，计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率延性比。

The tests research of blasting vibration simulating earthquake were carried out by a reinforced concrete pipe embedded landscape orientation and hangfire.

摘要通过埋置钢筋混凝土管约爆破的竖向震动，采用延时爆破方式进行模拟天然地震的试验研究。

This paper expound the quality control of piles in Hangzhou bay bridge in the aspects of piles boring, emplacing of steel cage, typecasting concrete.

文章从桩基钻孔、钢筋笼安放、混凝土浇注三个主要方面阐述大桥成桩的质量控制。

The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.

摘要采用非线性全过程数值分析方法，计算了钢筋混凝土不等肢T形、L形和十字形模型在多种工况下的曲率延性比。

The tests research of blasting vibration simulating earthquake were carried out by a reinforced concrete pipe embedded landscape orientation and hangfire.

摘要通过埋置钢筋混凝土管约爆破的竖向震动，采用延时爆破方式进行模拟天然地震的试验研究。

This paper expound the quality control of piles in Hangzhou bay bridge in the aspects of piles boring, emplacing of steel cage, typecasting concrete.

文基钻孔、钢筋笼安放、混凝土浇注三个主要方阐述大桥成的质量控制。

The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.

摘非线性全过程数值分析方法，计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率延性比。

The tests research of blasting vibration simulating earthquake were carried out by a reinforced concrete pipe embedded landscape orientation and hangfire.

摘通过埋置钢筋混凝土管约爆破的竖向震动，延时爆破方式进行模拟天然地震的试验研究。

This paper expound the quality control of piles in Hangzhou bay bridge in the aspects of piles boring, emplacing of steel cage, typecasting concrete.

文章从桩基钻孔、钢筋笼安放、混凝土浇注三个主方面阐述大桥成桩的质量控。

The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.

摘要采用非线性全过程数值分析方法，计算了钢筋混凝土不等肢T、L和柱截面模型在多种工况下的截面曲率延性比。

The tests research of blasting vibration simulating earthquake were carried out by a reinforced concrete pipe embedded landscape orientation and hangfire.

摘要通过埋置钢筋混凝土管约爆破的竖向震动，采用延时爆破方式进行模拟天然地震的试验研究。

This paper expound the quality control of piles in Hangzhou bay bridge in the aspects of piles boring, emplacing of steel cage, typecasting concrete.

文章从桩、钢筋笼安放、混凝土浇注三个主要方面阐述大桥成桩的质量控制。

The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.

摘要采非线性全程数值分析方法，计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率性比。

The tests research of blasting vibration simulating earthquake were carried out by a reinforced concrete pipe embedded landscape orientation and hangfire.

摘要置钢筋混凝土管约爆破的竖向震动，采爆破方式进行模拟天然地震的试验研究。

This paper expound the quality control of piles in Hangzhou bay bridge in the aspects of piles boring, emplacing of steel cage, typecasting concrete.

文章从桩基钻孔、钢筋笼安放、混凝土浇注三个主要方面阐述大桥成桩的质量控制。

The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.

摘采用非线性全过程数值分析法，了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率延性比。

The tests research of blasting vibration simulating earthquake were carried out by a reinforced concrete pipe embedded landscape orientation and hangfire.

摘通过埋置钢筋混凝土管约爆破的竖向震动，采用延时爆破式进行模拟天然地震的试验研究。

This paper expound the quality control of piles in Hangzhou bay bridge in the aspects of piles boring, emplacing of steel cage, typecasting concrete.

文章从桩基钻孔、钢筋笼安放、混凝土浇注三个面阐述大桥成桩的质量控制。

The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.

采用非线性全过程数值分析法，计算了钢筋混凝土不等肢T形、L形和十字形柱截面模型在多种工况下的截面曲率延性。

The tests research of blasting vibration simulating earthquake were carried out by a reinforced concrete pipe embedded landscape orientation and hangfire.

通过埋置钢筋混凝土管约的竖向震动，采用延时式进行模拟天然地震的试验研究。

This paper expound the quality control of piles in Hangzhou bay bridge in the aspects of piles boring, emplacing of steel cage, typecasting concrete.

文章从桩基钻孔、钢筋笼安放、混凝土浇注三个主面阐述大桥成桩的质量控制。

The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.

摘要采用非线性全过程数值分析方法，计算了钢筋混凝土不等肢T形、L形和十字形柱面模型在多种工况面曲率延性比。

The tests research of blasting vibration simulating earthquake were carried out by a reinforced concrete pipe embedded landscape orientation and hangfire.

摘要通过埋置钢筋混凝土管约爆破竖向震动，采用延时爆破方式进行模拟震试验研究。

This paper expound the quality control of piles in Hangzhou bay bridge in the aspects of piles boring, emplacing of steel cage, typecasting concrete.

文章从桩基钻孔、钢筋笼安放、混凝土浇注三个主要方面阐述大桥成桩质量控制。

The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.

摘要采用非线性全过程数值分析方法，计算了钢筋混凝土不等肢T、L和十截面模型在多种工况下的截面曲率延性比。

The tests research of blasting vibration simulating earthquake were carried out by a reinforced concrete pipe embedded landscape orientation and hangfire.

摘要通过埋置钢筋混凝土管约爆破的竖向震动，采用延时爆破方式进行模拟天然地震的试验研究。

This paper expound the quality control of piles in Hangzhou bay bridge in the aspects of piles boring, emplacing of steel cage, typecasting concrete.

文章从孔、钢筋笼安放、混凝土浇注三个主要方面阐述大桥成的质量控制。