Abstract
The sectional mechanical balance equation of reinforced masonry walls with out of plane eccentric load has been presented. Based on the constitutional relation of concrete-filled concrete masonry and the smooth section assume, the influence coefficient of eccentricity, the factor of stability and the influence coefficient of bearing capacity ψ of reinforced masonry walls with out of plane compressive eccentric load and the formula to calculate capacity have been got. Some parameters are determined from the test results. The calculated results have been compared with that got from the code method to certify its rationality and applicability.
| Original language | English |
|---|---|
| Pages (from-to) | 853-856 |
| Number of pages | 4 |
| Journal | Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology |
| Volume | 39 |
| Issue number | 6 |
| State | Published - Jun 2007 |
| Externally published | Yes |
Keywords
- Bearing capacity
- Influence coefficient of capacity
- Out of plane
- Reinforced masonry walls
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