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The use of a fixed loading level for stiffness damage testing, as previously suggested in the literature, limits its ability to reliably appraise the distress level of concrete samples, especially when different concrete strengths and aggregate types are used.
Their elevation limits were -5° to +45° with a fixed loading angle of 8°.
They had a fixed loading angle of +12 degrees, and the guns could now elevate to +27 degrees.
They had a fixed loading angle of 6° and their rate of fire varied with the time required to relay the gun.
They had a fixed loading angle of 6° and their rate of fire varied with the time required to re-aim the guns.
The 305 mm guns were bored out to 320 mm and their turrets were modified to use electric power, a fixed loading angle of +12 degrees, and the guns could now elevate to +27 degrees.
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Example 2 is a hybrid batch water system comprising various operations (fixed load and fixed flowrate) and operating models (completely batch and semi-continuous).
The steering axle has a fixed load.
This system is intended to control muscle length while shortening against fixed loads.
Sensitivity analysis and evolutionary procedure for problems of fixed load conditions are modified to accommodate the load variation condition.
Based on the work on stiffness optimisation with fixed load conditions, this paper focuses on problems considering design dependent loads.
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