原文传递
Residual Flexural Stiffness Calculation of T-RC Beams Considering the Effect of Fire
| 题名： | Residual Flexural Stiffness Calculation of T-RC Beams Considering the Effect of Fire |
| 正文语种： | eng |
| 作者： | Cai-wei Liu;Shi-long Zhang;Xiuliang Lu;Xu-hong Huang;Xin-yu Wang;Peng-fei Wang |
| 作者单位： | College of Civil Engineering Qingdao Univ. of Technology Qingdao 266033 PR China;College of Civil Engineering Qingdao Univ. of Technology Qingdao 266033 PR China;Faculty of Urban Construction Beijing Univ. of Technology Beijing 100124 PR China;Co |
| 关键词： | T-shaped reinforced concrete beam (T-RC); Model modification; Vibration analysis; Boundary conditions; Stiffness |
| 摘要： | T-shaped reinforced concrete (T-RC) beams are widely used in high-rise buildings due to their advantages of reduced concrete usage, low sectional stress, and decreased weight of the structure. However, the calculation method of residual flexural stiffness |
| 出版年： | 2024 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | 150 |
| 期： | 2 |
| 页码： | 04023223.1-04023223.15 |
相关文献
- Residual Performance of Reinforced Concrete Beams Damaged by Low-Velocity Impact Loading
- Fire-Resistance Mechanism and Residual Bearing Capacity of Prestressed Concrete Beams after Fire Exposure
- Shear Performance of Fire-Damaged Reinforced Concrete Beams Repaired by a Bolted Side-Plating Technique
- Discussion of "Instantaneous Stiffness of Cracked Reinforced Concrete Including Steel-Concrete Interface Damage and Long-Term Effects" by Arnaud Castel, Raymond Ian Gilbert, and Gianluca Ranzi
- Experimental and Analytical Investigation of Crack Spacing and Width for Overlaid RC Beams at Elevated Temperatures
- Strengthening RC Beams Using Stainless Steel Continuous Reinforcement Embedded at Ends
检索历史
应用推荐
