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The five specimens were varied to have different angle connector intervals and installation locations.
The specimens were varied to compare performances of the systems consisting of conventional infill plates permitting buckling and infill plates restrained by reinforced concrete panels for prevention of plate buckling.
The ratio of the edge distance to the pin diameter (E/D), and that of the width to the pin diameter (W/D) of the specimens were varied to obtain the static bearing strength and the S N fatigue curve.
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The aspect ratio of the test specimens was varied from 1.0 to 2.5.
The width of the specimen was varied.
The specimen details were varied to ensure a range of failure modes including both end-plate and bolt yielding.
The specimen dimensions were varied to identify the effects of the following factors on performance of ICEB walls: height-to-width aspect ratio, presence of a flange at one end of the wall, and presence of an opening in the wall.
Vibration was applied to the specimens and vibration times were varied to understand the effects of vibration on fiber segregation.
In these three specimens amount of steel fibers were varied by 0%, 1% and 1.5%, respectively.
In the experiments, a number of parameters such as the edge distance-to- upper hole diameter (E/D), the distance between center of two holes-to-hole diameter (K/D), and the width of the specimen-to-hole diameter (W/D) were varied.
The specimen width and tongue length were kept constant, but the number of tongues and their tapers were varied.
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CEO of Professional Science Editing for Scientists @ prosciediting.com