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1.
Prog Biophys Mol Biol ; 175: 90-102, 2022 11.
Artigo em Inglês | MEDLINE | ID: mdl-36150525

RESUMO

Actopaxin is a newly discovered focal adhesions (FAs) protein, actin-binding protein and pseudopodia-enriched molecule. It can not only bind to a variety of FAs proteins (such as Paxillin, ILK and PINCH) and non-FAs proteins (such as TESK1, CdGAP, ß2-adaptin, G3BP2, ADAR1 and CD29), but also participates in multiple signaling pathways. Thus, it plays a crucial role in regulating important processes of tumor metastasis, including matrix degradation, migration, and invasion, etc. This review covers the latest progress in the structure and function of Actopaxin, its interaction with other proteins as well as its involvement in regulating tumor development and metastasis. Additionally, the current limitations for Actopaxin related studies and the possible research directions on it in the future are also discussed. It is hoped that this review can assist relevant researchers to obtain a deep understanding of the role that Actopaxin plays in tumor progression, and also enlighten further research and development of therapeutic approaches for the treatment of tumor metastasis.


Assuntos
Actinina , Neoplasias , Humanos , Actinina/metabolismo , Movimento Celular , Adesões Focais/metabolismo , Proteínas dos Microfilamentos/química , Proteínas dos Microfilamentos/metabolismo , Neoplasias/metabolismo
2.
Artigo em Inglês | MEDLINE | ID: mdl-32325799

RESUMO

The interior noise and vibration of metro vehicles have been the subject of increasing concern in recent years with the development of the urban metro systems. However, there still is a lack of experimental studies regarding the interior noise and vibration of metro vehicles. Therefore, overnight field experiments of the interior noise and vibration of a standard B-type metro train running on a viaduct were conducted on metro line 14 of Guangzhou (China). Both the A-weighted sound pressure level and linear sound pressure level were used to evaluate the interior noise signals in order to revel the underestimation of the low-frequency noise components. The results show that the interior noise concentrates in the low-to-middle frequency range. Increasing train speeds have significant effects on the sound pressure level inside the vehicle. However, two obvious frequency ranges (125-250 Hz and 400-1000 Hz) with respective corresponding center frequencies (160 Hz and 800 Hz) of the interior noise are nearly independent of train speed. The spectrum analysis of the vehicle body vibration shows that the frequency peak of the floor corresponds to the first frequency peak of the interior noise spectrum. There are two frequency peaks around 40 Hz and 160 Hz of the sidewall's acceleration level. The frequency peaks of the acceleration level are also independent of the train speeds. It hopes that the field measurements in this paper can provide a data set for researchers for further investigations and can contribute to the countermeasures for reducing interior noise and vibration of a metro vehicle.


Assuntos
Veículos Automotores , Ruído , Vibração , Aceleração , China
3.
Sensors (Basel) ; 20(3)2020 Jan 29.
Artigo em Inglês | MEDLINE | ID: mdl-32013099

RESUMO

This paper focuses on the dynamic responses of a metro train-bridge system under train-braking. Experiments were performed on the elevated Metro Line 21 of Guangzhou (China). A continuous, three-span, rigid-frame bridge (42 m + 65 m + 42 m) and a standard B-type metro train were selected. The acceleration signals were measured at the center-points of the main span and one side-span, and the acceleration signals of the car body and the bogie frame were measured simultaneously. The train-bridge system's vibration characteristics and any correlations with time and frequency were investigated. The Choi-Williams distribution method and wavelet coherence were introduced to analyze the obtained acceleration signals of the metro train-bridge system. The results showed that the Choi-Williams distribution provided a more explicit understanding of the time-frequency domain. The correlations between different parts of the bridge and the train-bridge system under braking conditions were revealed. The present study provides a series of measured dynamic responses of the metro train-bridge system under train-braking, which could be used as a reference in further investigations.

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