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Since, in the case of plan-eccentric, externally-braced, high-rack storage structures made of steel, damage to the central part of the structure can cause damage to the stored goods, and thus higher earthquake-induced costs, an investigation has been performed into the seismic performance of such structures.
Presently, the long-term performance of such structures, especially under fatigue loading, is not enough studied.
It has also been demonstrated that the absorption performance of such structures can be very high.
The current understanding on the performance of such structures are summarised and some design considerations are discussed.
One of the main contributions to the robust performance of such structures is due to the tensile membrane mechanism in the composite deck slab.
With the increase in the number of FRP composite structural members being constructed currently and the sparse knowledge of the long-term property characteristics of composite materials, it is advantageous to monitor the performance of such structures with time.
Similar(54)
Based on the simulation results, the sound absorption performance of such structure and the influences of different backings on the first absorption peak are also discussed.
Future performance assessment of such structures, which will focus on repair cost and business interruption rather than component checking per ASCE 41, will utilize fragility functions that relate the probability of exceeding one or more damage thresholds to an efficient response (demand) parameter.
Successful design of such structures calls for high performance shell type finite elements.
Thus, to evaluate the performance of the target tracking algorithms with multiple beacon structures, we vary the number of such structures from 1 to 5.
Examples of such structures.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com