Sentence examples for rack structure from inspiring English sources

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On the other hand, the traditional rack structure is illustrated in Fig. 2 a, where fans are integrated with a server [40 42].

The hysteretic behaviour of steel storage rack beam-to-upright connections is of great importance in predicting the seismic behaviour of a rack structure, because the connections not only provide the down-aisle stability of an unbraced rack structure but also serve as a key component contributing to the structural energy dissipation capacity.

For the simulation, Kameleon FireEx KFX) was used, and for results, the temperature of a jet fire and heat flux distribution under the complex geometry of a pipe rack structure, boundary conditions, and turbulent combustion were reviewed.

To review this, this study was designed to apply the CFD simulation on the outcome of a jet fire generated at a high pressure hydrogen pipeline within a pipe rack structure to compute the consequences.

An interesting result obtained in the research was that asymmetry can increase the damage in the supporting structure on the flexible side, and that the central part of the rack structure remains in the elastic region only when the eccentricity is small.

The model developed in this research, is one type of AS/RS that is more flexible to the size and has higher space utilization than those of existing rack structure, could be a very useful alternative for the storage of different unit load sizes.

Similar(54)

Therefore, understanding the stability of rack structures is very important.

As such, this study serves as a fundamental step towards developing the Direct Design Method (DDM) for rack structures.

Beam-to-column connections (BCCs) used in steel pallet racks (SPRs) play a significant role to maintain the stability of rack structures in the down-aisle direction.

This paper presents an efficient approach to the design of unbraced pallet rack structures containing splices and subjected to horizontal and vertical loads.

The down-aisle stability of unbraced rack structures mainly depends on the performance of beam-to-upright connections and column bases.

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