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A critical roughness is observed from the relationship between the maximum shear stress and roughness.
c Relationship between the maximum shear crack width and the residual maximum shear crack width at the peak deformation of member.
The use of a finite element model showed that no correlation existed between the maximum shear strain and the decrease of the ADC.
Based on the experimental results in Fig. 11c, we recommend that the regression equation Eq. (21) should be used to elucidate the relationship between the maximum shear crack width and the residual maximum shear crack width at the peak deformation angle of the member.
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For this wall, the early occurrence of shear cracks and the large difference between the cracking load and the maximum shear load were typical (Frumento et al. 2009).
If it is assumed that the lattice mismatch is between 3% and 5%, the maximum shear stress is about 1.20 to 1.99 GPa according to Equation 2.
a Relationship between total shear crack widths and the maximum shear crack width at the peak deformation of member.
Based on the experimental results in Fig. 11a, the regression equation, Eq. (19), is recommended to describe the relationship between total shear crack width and the maximum shear crack width at the peak deformation angle of the member.
Therefore, in this study, the shear crack strength, stirrup ratio and shear-span to -depth ratio are utilized to derive the relationship between the sectional average shear force and the maximum shear crack width.
Damping is achieved when the maximum shear at the interface between stiffening element and structure exceeds the shear strength of the electrostatically laminated interface.
Results: The maximum shear stress and tangent modulus decreased between 2 and 24 months of age.
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