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The paper proposes three novel optimal retrofitting strategies for moment resisting frames using cross braces to satisfy given serviceability limitations.
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In fact, even if wide beams show lower local ductility than deep beams, generally WBF provide at least similar global seismic capacities than DBF, especially in frames whose design is ruled by serviceability limit state (i.e., damage limitation).
They verify the serviceability limit states.
Failures regarding serviceability limit state criteria do occur.
Both ultimate and serviceability limit states are considered.
The corrosion time initiation is considered as a serviceability limit state scenario.
The design of RECC members may be controlled by the serviceability limit rather than strength.
The design algorithm obtains optimum frame by selecting appropriate sections from standard steel section tables while satisfying the serviceability and strength limitations specified in BS5950.
Partially prestressed elements are used in the practice and their design is based on rational analysis, on the satisfaction of the requirements of both serviceability and ultimate strength limitations and finally on the engineering judgment.
It considers serviceability requirements as well as combined strength limitations set by BS 5950.
However, in late 2013 through early 2014, some reviewers have noted the lack of internal expandability, second CPU, serviceability, and questioned the then-limited offerings via Thunderbolt 2 ports.
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