发文地区与机构
近年国家 / 地区发文量统计
| 国家 / 地区 | 发文量 |
|---|---|
| CHINA MAINLAND | 73 |
| USA | 66 |
| Canada | 61 |
| Australia | 35 |
| England | 26 |
| Italy | 23 |
| Iran | 11 |
| Portugal | 10 |
| Egypt | 8 |
| Greece | 6 |
近年机构发文量统计
| 机构 | 发文量 |
|---|---|
| UNIVERSITY OF SHERBROOKE | 17 |
| SOUTHEAST UNIVERSITY - CHINA | 15 |
| QUEENS UNIVERSITY - CANADA | 13 |
| UNIVERSITY OF MIAMI | 11 |
| UNIVERSITY OF MISSOURI SYSTEM | 10 |
| HONG KONG POLYTECHNIC UNIVERSITY | 9 |
| TSINGHUA UNIVERSITY | 9 |
| UNIVERSITY OF MANITOBA | 9 |
| ISFAHAN UNIVERSITY OF TECHNOLOGY | 8 |
| SHENZHEN UNIVERSITY | 8 |
文章引用情况
1
Empirical FRP-Concrete Bond Strength Model for Externally Bonded Reinforcement on Grooves2
In-Plane Shear Strength Improvement of Hollow Concrete Masonry Panels Using a Fabric-Reinforced Cementitious Matrix3
Three-Level Fire Resistance Design of FRP-Strengthened RC Beams4
Bonded Sleeve Connections for Joining Tubular Glass Fiber-Reinforced Polymer Beams and Columns: Experimental and Numerical Studies5
Stochastic-Based Nonlinear Numerical Modeling of Shear Critical RC Beam Repaired with Bonded CFRP Sheets6
A Simple Method for the Determination of the Bond-Slip Model of Artificially Aged Joints7
Partial Interaction Model of Flexural Behavior of PVA Fiber-Reinforced Concrete Beams with GFRP Bars8
Size Effect in RC T-Beams Strengthened in Shear with Externally Bonded CFRP Sheets: Experimental Study9
Flexural Behavior of CFST Beams Partially Strengthened with Unidirectional CFRP Sheets: Experimental and Theoretical Study10
Strength and Deformability Aspects of Circular Concrete Members Reinforced with Hybrid Carbon-FRP and Glass-FRP under Flexure