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
比。
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
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制。
声明:以上例句、词分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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,计算了钢筋混不等肢T形、L形和十字形柱截面模型在多种工况下
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约
爆
向震动,采用延时爆
方式进行模拟天然地震
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、混浇注三个主要方面阐述大桥成桩
质量控制。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件观点;若发现问题,欢迎向我们指正。
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、浇注三个主要方面阐述大桥成桩的质量控制。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦代表本软件的观点;若发现问题,欢迎向我们指正。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘要采用非线全过程数值
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
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。
声明:以上例句、词均由互联网资源自动生成,部
未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
The cross-section curvature ductility ratio for R.C inequiaxial T-shaped, L-shaped and cress-shaped columns is calculated by numerical method.
摘要采用非线全过程数值
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
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。
声明:以上例句、词类均由互联网资源自动生成,部
未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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.
摘要通钢筋混凝土管约
爆破的竖向震动,
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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、筋笼安放、混凝土浇注
要方面阐述大桥成桩的质量控制。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。