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The performance of the structural system is examined for two conditions, namely fully intact structure and pre-damaged state.
The seismic performance of the structural model varied significantly under different ground motions.
Hypothesis 1c: Increasing the window sizes does not have a positive effect on the performance of the structural risk minimization principle in the cloud computing environments.
These values are appropriate for lifetime (or "ultimate") design in which the relative safe performance of the structural element or system is of concern.
The obtained results indicate that the non-linear devices have a significant effect on the reliability and global performance of the structural systems.
The performance of the structural elements (serviceability and strength) depends not only on the material properties, but mainly on the moment of inertia of the cross section.
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However, understanding the influence of sustained loading on the ultimate performance of these structural members is still lacking.
Performance levels of the structural system were subjected to three levels of design ground acceleration (0.05, 0.075 and 0.1 g) have been included.
The performance of the stiff structural wall depended on the properties of the earthquake motion.
The static performance of the various structural units is analyzed with the stiffness and mass ratio as the evaluation index, as shown in Table 2.
This paper presents a practical method for investigating fatigue performance of the typical structural component of carbon fiber reinforced plastic.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com