Abstract
In this research, static loading test of Engineering Wood Encased Concrete-Steel (EWECS) columns with different steel depth has been conducted. From the results, it was confirmed that deterioration in capacity during large deformation, and the concrete failed in shear. Flexural strength could be estimated by the generalized superposed strength theory and shear strength could be estimated by the simplified equation given in the Standard for Structural Calculation for Steel Reinforced Concrete Structures. In addition, an evaluation equation for stiffness reduction factor at yield point in the skeleton curve and ultimate deformation have been proposed based on test results.
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