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The further investigations conducted in literature indicated that such undesirable failures can be effected by a large number of geometrical and material parameters.
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Further, the undesirable failure modes are balanced with the yield mechanisms and the preferred failure mode, brace fracture, to ensure that the frame fails in the desired manner.
However, due to the detailing and assembly requirements of multi-story modular steel buildings (MSBs), these systems are prone to undesirable failure mechanisms during large earthquakes.
The embrittlement mechanism is intimately related to dislocation pile-up at the ω/β interface that leads to stress concentration and undesirable failure.
CFT components encourage the optimal behavior of each material (concrete and steel) while providing a symbiotic relationship between the two to mitigate undesirable failure modes.
Such an undesirable failure could be avoided by the proposed connection, in which the specimen with beam flange reinforcing plates exhibited satisfactory performance up to 4% drift, followed by additional 3% drift with 11 more cycles until brace rupture.
Past research has shown that directly welding hollow circular steel pipes to a steel cap beam, regardless of weld configuration, does not mitigate the undesirable failure mode of brittle cracking in the welded region.
However, past experimental studies have indicated that undesirable failure modes could occur in the gusset plate even when using a linear clearance rule in the design of the gusset plate, especially when connecting hollow rectangular shapes.
Thus, it is crucial to develop an efficient method to find the critical contingencies able to cause undesirable cascading failures.
When such a response happens, undesirable cyclic failure modes are induced.
It is observed that buildings non-conforming to the SCWB design criterion lead to an undesirable column failure collapse mechanism.
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CEO of Professional Science Editing for Scientists @ prosciediting.com