Category: Engineering

Experimental parameter data

To verify the superiority and effectiveness of the proposed SKN-based deep transfer model, experiments were conducted using the DDS planetary gearbox fault diagnosis experimental platform. The setup is shown in Fig. 4….

Calculation models and parameters

An actual engineering project is used for the calculation example. The project is located in the Wenzhou Technology Development Zone, Zhejiang Province. The soil layer consists of dredger-filled soft soil, which…

Prediction based on similarity is one of the methods for engineering cost estimation, with the emphasis on determining the characteristic elements for the evaluation of construction projects. The cost of such projects is influenced by various…

The small patch of seepage is observed near the downstream face as soon as the reservoir on the upstream face is filled to the required head. The volumetric water contents near three locations within the bund, marked as 1, 2, and 3, were measured…

The system description

According to Fig. 1, the VPP operator is in two-way coordination with the market operator and the distribution system operator. It manages the energy of resources, storage devices, and loads based on its own goals, as well…

In DWPT systems, the choice of inverter topology significantly impacts system cost, complexity, and robustness. Conventional full-bridge inverters, using two legs (four switches) per coil, provide high modularity and excellent fault isolation, as…

Influence of concrete properties on cutting characteristics

In order to investigate the effect of concrete strength on the cutting characteristics, Figs. 12 and 13 are plotted based on the test results. Figure 12 provides the relationship…

The OFDM block diagram in Fig. 6 illustrates the key components and stages involved in the transmission and reception of data using OFDM. The schematic representation of high-level hierarchy OFDM system illustrates how data is processed and…

This study investigated the influence of setback distance b from the slope crest (Fig. 2), pile spacing s, and slope gradient 1 : n on the lateral response of a pile group subjected to a 15 MN lateral load applied 0.5 m above the ground…

In this Section, we give results for two boundary value problems, the pure bending of a slab and the extension and inflation of a solid cylinder, where their deformations are prescribed. We note that, up to our current knowledge, we believe that…