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The system design procedure was first presented.
For these routes, a systematic design procedure was applied.
A systematic plantwide control design procedure was proposed in [Skogestad, 2000].
A design procedure was also developed to compute the member strength of hybrid beams.
The design procedure was applied to three- and eight-story framed structures with buckling-restrained braces.
The Marshall mix design procedure was used to develop the mixes.
In this study, a performance based design procedure was developed for the proposed system.
Similar(4)
Second, design procedure is given.
Approaches to contemporary scenic design procedure are fairly uniform throughout the Western world.
Design procedure is explained in details.
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