Reinforced concrete member plane stress design and contrast between American ACI standard and Eurocode

• Main Authors: Jie-Hau Huang, 黃玠豪
• Other Authors: Chan-Ping Pan
• Format: Others
• Language: zh-TW
• Published: 2013
• Online Access: http://ndltd.ncl.edu.tw/handle/32163487431004833727

碩士 === 國立臺灣科技大學 === 營建工程系 === 101 === There are two parts in this research. First is the introduction of plane stress member’s design. In general, reinforced concrete deep beam, wall and slab still analyze by axial force and bending moment or shear strength, but due to the unreasonable part of specification, likely to cause users’ theoretical basis cannot exactly match the experiment, and have an error on the overall perception of structural analysis. So, this study takes analysis of planar structure using finite element method. For those members which can be simulate by finite element method of plane stress method. Second, preliminary study the Eurocode (EN), and base on the shear capacity for reinforced concrete members equation that given from EN1992-1-1, and contrast with the equation from American ACI standard (ACI318-02). When the parameters in both equations from EN1992-1-1 and ACI318-02 changes, the curve graph of shear capacity for reinforced concrete member’s trend will also change.