原文传递
Kansas Department of Transportation Column Expert: Ultimate Shear Capacity of Circular Columns Using the Simplified Modified Compression Field Theory, Technical Summary.
| 题名： | Kansas Department of Transportation Column Expert: Ultimate Shear Capacity of Circular Columns Using the Simplified Modified Compression Field Theory, Technical Summary. |
| 作者： | Abouelleil, A.; Rasheed, M. |
| 关键词： | Kansas Department of Health and Environment (KDHE), Circular columns, Concrete bridge construction, Shear capacity, Concrete shear resistance, Procedures, Literature reivews, Experimental data, Improvements |
| 摘要： | In this study, various procedures for computing shear strength are reviewed. Then, the current procedure adopted by AASHTO LRFD specifications, based on the Simplified Modified Compression Field Theory, is evaluated for non-prestressed circular concrete bridge piers. This evaluation is benchmarked against experimental data available in the literature, and against Response 2000 freeware program that depicts interaction diagrams based on AASHTO (1999) LRFD requirements. Differences in results are discussed and future improvements are proposed. |
| 总页数： | Abouelleil, A.; Rasheed, M. |
| 报告类型： | 科技报告 |
相关文献
- Kansas Department of Transportation Column Expert: Ultimate Shear Capacity of Circular Columns Using the Simplified Modified Compression Field Theory.
- Kansas Department of Transportation Column Expert: Shear Capacity of Circular Bridge Piers Confined with Fiber-Reinforced Polymer (FRP) Wrapping.
- Kansas Department of Transportation Column Expert: Shear Capacity of Circular Bridge Piers Confined with Fiber-Reinforced Polymer (FRP) Wrapping, Technical Summary.
- SIMPLIFIED METHOD FOR SHEAR DESIGN OF PRESTRESSED CONCRETE GIRDERS.
- Rational Load Rating of Deck-Girder Bridges with Girder End Shear Cracks in Reverse Orientation, Technical Summary
- Dynamic Testing and Analysis of Non-Prismatic Reinforced Concrete Bridge Columns Retrofitted with FRP Jackets; Research rept
检索历史
应用推荐
