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Three 1/3rd scaled precast specimens with different connection detailing and one 1/3rd scaled monolithic specimen are designed and tested under a column removal scenario.
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For the latter, an adapted cruciform specimen was designed.
The test specimen was designed based on similarity theory (Zhao et al. 2011).
The specimen is designed in accordance with the code provisions KRBDC (MCT 2005).
(see Fig. 1b) This specimen was designed as the specimen failed by diagonal tension failure (V @Mn > V n ).
Double-ring shaped specimen is designed to facilitate the measurement of the Poisson's ratio.
The specimen was designed to allow fabrication by using a commercial manufacturing process.
A single lap-shear specimen was designed to conduct the study.
Each specimen is designed using an unconfined concrete compressive strength of 55.2 MPa (8.0 ksi).
A unique fatigue specimen was designed from the used fretting pads of Ti 6Al 4V fretting fatigue experiments.
Each coupling beam specimen was designed according to the deep-beam design procedure that does not use diagonal reinforcements and that is found in current standards.
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