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The maximum joint shear strength (83 MPa) was obtained with 10 wt% Ti and 5 vol% Mo, which had exceeded 90% of the porous Si3N4 and was 56% higher than the joint brazed without Mo particles.
Although all specimens as expected suffered joint shear failure, the maximum joint shear stresses observed in the tested specimens, despite lacking transverse hoops inside the joint cores, were more than the horizontal shear stresses allowed in ductile RC joints with the same grade of concrete according to the existing seismic design codes.
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Concrete cracking and yielding of joint transverse or longitudinal beam reinforcement triggered the most distinct changes in stiffness, for both overall and local behaviour up to the point of initiation of joint shear failure (maximum experimental storey shear).
It was found 3.76 MPa for glued joint shear strength.
P vc was also evaluated corresponding to joint shear strength.
(3) Roughness affects the joint shear resistance evolution through influencing the joint fracture micro-mechanism.
Then, a weak-filling joint shear model is derived based on the existing shear strength model for unfilled joints.
The joint shear strength is determined based on the results of two test specimens that failed by joint shear.
The proposed analyses presented here attempts to predict the joint shear strength and shear displacement.
Therefore, joint shear requirements could be relaxed for roof wide beam-column joint.
Moreover, wide beam-column joint had sufficient joint shear strength unlike conventional one.
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