欢迎您!
东篱公司
退出
申报数据库
申报指南
立项数据库
成果数据库
期刊论文
会议论文
著 作
专 利
项目获奖数据库
位置:
成果数据库
>
会议
> 会议详情页
Time-dependent Load bearing Capacity of Corroded RC Columns in Atmosphere Environment
所属机构名称:浙江大学
会议名称:International Conference on Intelligent Structure and Vibration Control (ISVC 2011)
成果类型:会议
相关项目:现代混凝土结构施工期性能的基础研究
作者:
Li Qiang|Jin Nanguo|Jin Xianyu|
同会议论文项目
现代混凝土结构施工期性能的基础研究
期刊论文 61
会议论文 24
专利 3
同项目会议论文
Modeling of Chloride Ions Diffusion in Cracked Concrete
Risk Analysis of Tunnel Lining Using Fault Tree Theory and Entropy Measurement
Application of Longitudinal Vibration Theory in Manhole Settlement Study
Application of Longitudinal Vibration Theory in Manhole Settlement Study
Risk Analysis of Tunnel Lining Using Fault Tree Theory and Entropy Measurement
Application of Longitudinal Vibration Theory in Manhole Settlement Study
Sustainable development for concrete infrastructure in China
Research and application on performance-based optimization of concrete structure construction
Numerical modeling of carbonation process in concrete with multi-field
Correlation of mechanical and microstructure development of early-age concrete by electrical resisti
Modeling of temperature distribution in mass concrete structure and proposal of method for identific
混凝土施工期性能与早期裂缝机理与裂缝控制
An investigation on the microstructure formation of polymer modified mortars in the presence of poly
Long Age Mechanical Properties and Application of Self-Compacting Concrete
A 3-D Computational Model of Mesoscale Structure of Concrete with Polyhedron Aggregate
Mechanical Characterization of Polyacrylate Emulsion Modified Mortars
Influence of Mineral Admixture on Early-age Concrete Cracking
Mechanical characterization of polyacrylate emulsion modified mortars
Risk Analysis of Tunnel Lining Using Fault Tree Theory and Entropy Measurement
Risk Analysis of Tunnel Lining Using Fault Tree Theory and Entropy Measurement
Application of Longitudinal Vibration Theory in Manhole Settlement Study
SPECIAL ADVANCED CEMENT-BASED MATERIAL AND PRODUCTS
Influence of chloride enviroment and load on the behavior of reinforced concrete beams