6 months after implantation, vascularised constructs retained structures and features of cartilage-like tissue and developed a continuous ciliated columnar epithelium layer, suggesting the importance of the prevascularization for the development of a suitable airway graft [ 43].
The high-frequency component of seismic ground motion is weakened by the combined retaining structure, and the vertical acceleration response presents a wider frequency band.
In this paper, we propose a LSSVR-based time series method (LTSM) to predict dynamic lateral deformation of retaining structure and ground surface settlement in deep foundation pit engineering.
Such preliminary evidence supports the hypothesis that exercise might be best initiated when ADT commences, to enhance physical function, retain structure and improve the patient's acceptance of hormone therapy.
HDM_derm seems to be a suitable matrix for cartilage regeneration, because it has been shown by the present study to maintain cellular viability and differentiation, and to retain structure and bioactivity, particularly TGF-β1 that might counteract catabolic IL-1β effects, whose levels have been found to correlate with the severity of cartilage damage in vivo.
Axisymmetric shell structures have many applications including cooling towers, liquid retaining structures, and roofs where large uninterrupted space is required.
Classical retaining structures and conventional reinforced soil designs are limiting points of a continuous spectrum of potential solutions.
The natural filling material, which was used behind the retaining structures and as the railway embankment, was classified as the selective filling material, representing the best conditions for a filling material.
It proves useful for the probabilistic design of a variety of geotechnical applications, such as foundations, tunneling, mining, underground roof reinforcement, and earth retaining structures, and permits decisions to be taken in terms of risk and reliability.
Overall, the results of these studies show that the Mononobe-Okabe (M-O) method of analysis provides a reasonable upper bound for the response of stiff retaining structures and that flexible retaining structures experience loads significantly smaller than those predicted by this method.
