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Copyright of Power Generation Technology is the property of Power Generation Technology Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Food Research & Development is the property of Food Research & Development Editorial Department and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Research of Soil & Water Conservation is the property of Institute of Soil & Water Conservation, Chinese Academy of Sciences & Ministry of Water Resources and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Food Safety & Quality is the property of Journal of Food Safety & Quality Editorial Department and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Chinese Institute of Food Science & Technology / Zhongguo Shipin Xuebao is the property of Journal of Chinese Institute of Food Science & Technology Periodical Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Plastics Science & Technology / Suliao Ke-Ji is the property of Plastics Science & Technology Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Power Generation Technology is the property of Power Generation Technology Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Objective To explore the effect of emotional catharsis on the mental health status， coping style and satisfaction with the intervention among adolescents in Nanchong in the post-pandemic period. Methods Completely random sampling method was used to recruit 390 adolescents from 2 general secondary schools，2 county secondary schools and 2 universities in Nanchong from January 2021 to April 2022. The subjects were divided into study group （n=195） and control group （n=195） by random number table method. The study group received emotional catharsis intervention. The control group received self-regulation and relaxation without any other intervention. Interventions for both groups lasted for 3 months. Before and after the intervention， the mental health status and coping style of the adolescents were assessed using the Symptom Checklist 90（SCL-90） and the Simplified Coping Style Questionnaire （SCSQ）. Also， the participants rated the satisfaction with the intervention via self-made satisfaction questionnaire after the intervention. Results After intervention， the total SCL-90 score of study group was lower than that of control group （t=68. 312，P <0. 01）. In terms of SCSQ， study group scored higher on the positive coping dimension （t=30. 488，P<0. 01）， and lower on negative coping dimension （t=46. 562，P<0. 01） than those of control group. There were 190（98. 96%） cases satisfied with the intervention in the study group and 175（89. 74%） cases in the control group， the difference of intervention satisfaction rate between the two groups was statistically significant （χ²=15. 321，P<0. 01）. Conclusion In the post-pandemic period， emotional catharsis may be conducive to improve the mental health status and coping style among adolescents in Nanchong， and adolescents have high levels of satisfaction with the intervention. [ABSTRACT FROM AUTHOR]

Copyright of Journal of Computer-Aided Design & Computer Graphics / Jisuanji Fuzhu Sheji Yu Tuxingxue Xuebao is the property of Gai Kan Bian Wei Hui and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Information & Control is the property of Gai Kan Bian Wei Hui and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Chinese Journal of High Pressure Physics is the property of Chinese Journal of High Pressure Physics Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Shipin Kexue/ Food Science is the property of Food Science Editorial Department and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Shipin Kexue/ Food Science is the property of Food Science Editorial Department and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Data Acquisition & Processing / Shu Ju Cai Ji Yu Chu Li is the property of Editorial Department of Journal of Nanjing University of Aeronautics & Astronautics and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Food Research & Development is the property of Food Research & Development Editorial Department and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Shenyang Agricultural University is the property of Journal of Shenyang Agricultural University Editorial Department and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Shipin Kexue/ Food Science is the property of Food Science Editorial Department and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

In recent years, modular steel construction has become one of the major topics in the field of construction industrialization, in which the design of the connection is crucial. In this context, the author introduced the development of modular steel construction at home and abroad with three levels: the component level, the structure level and the architectural level. Furthermore, the author summerized the configuration and research progress of connections in modular steel construction at the three different levels. It is found that there have been various types of connections for modular steel construction in practice. However, limited research can be found on their mechanical behavior. The related research far lags behind the engineering practice, which limited the application of modular steel construction in high-rise buildings and seismic areas. Therefore, it is urgent and important to carry out researches on the load-transferring mechanism, seismic performance and design theory of connections in modular steel construction. This paper gives state-of-the-art review on the connection in modular steel construction. The future trends in this field are also given from the authors point of view based on our recent research work and achivements. [ABSTRACT FROM AUTHOR]

Copyright of Transactions of the Chinese Society of Agricultural Engineering is the property of Chinese Society of Agricultural Engineering and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

In order to investigate the seismic performance of corrugated steel plate shear walls (CSPSWs) in modular container construction, six full-scale specimens were tested under quasi-static load. The experimental program was designed based on the construction process of modular construction. The parameters studied in this research include thickness, length, profile of the infill corrugated steel plate and the existence of the slits. The seismic performance of the specimens in terms of lateral-force resistance mechanism, hysteretic behavior, initial stiffness, ductility ratio and energy dissipation capacity were investigated. The test results show that increasing the thickness and length of the infill panel results in the incease of the initial stiffness and load bearing capacity of the specimens. By inceasing the height of the crest of the corrugated steel plate from 20.5mm to 36mm, the intial stiffness and buckling load of the specimen are improved by 48.9% and 110%, respectively. However, the ductility of the specimen will be reduced. The failure mode of the specimen can be transformed from global buckling to shear yielding attributed to the slits in the infill panel. Moreover, the average energy dissipation ratio will be improved by 12.8%-43.6% with the intial stiffness being reduced by 48.6%-69.7% due to the slits. It is verified that the CECS 291:2011 ‘Technical specification for steel structures with corrugated webs’ can predict the shear capacity of corrugated steel plate shear walls effectively. [ABSTRACT FROM AUTHOR]

Copyright of Shipin Kexue/ Food Science is the property of Food Science Editorial Department and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

The roots of Rosa laevigata were the main ingredients of the Sanjin tablet, at present, the studies on the chemical constituents and pharmacological of the R. laevigata were relatively insufficient. In order to elucidate the material basis and the activity of R. laevigata, the constituents of R. laevigata were isolated by silica gel, Sephadex LH-20, MCI gel CHP 20P column chromatography and semi-preparative HPLC. Their structures were elucidated by anlalyzing their spectral data and comparing with the previously reported literatures. Nine compounds:(+)-catechin (1), (-)-epicatechin (2), rosamultin(3), sericoside(4), 2α, 3α, 19α, 23-tetrahydroxy-urs-12-en-28-oic acid-3-O-β-D-glucopyranosyl ester (5), kaji-ichigoside F1(6), β-D-Glucopyranosy 3β,19α-dihydroxy-2-oxo-urs-12-en-28-oate (7), daucosterol (8), β-sitosterol(9)were obtained. Compounds (2), (4), (5)and (7) were reported from the plant for the first time. The results provide scientific information for exploitation and medicine utilization of R. laevigata. [ABSTRACT FROM AUTHOR]

Most progressive collapse analyses of steel frame structures exclude the failure of connections and axial force-moment interactions of connections. A computational efficient steel frame model was proposed to study the progressive collapse behavior of steel frame structures. The model proposed was verified by experimental results. Based on the models above, energy-based Pushdown analysis method was utilized to study the ultimate progressive resistance capacity, failure mode and progressive collapse resisting mechanisms of two typical ten-stoiy steel frames buildings. Research results show that connection models neglecting axial force-moment interaction effect may overestimate the ultimate progressive resistance of steel frame buildings. Typical collapse modes of steel frame structures are horizontal collapse mode induced by buckling of steel columns and vertical collapse mode induced by fracture of simple connections under cantenry actions. The steel frames suffer from horizontal collapse mode with minor vertical displacement when removal column is connected by rigid joints. The major progressive collapse resisting mechanisms is axial forces and moment at beam end and vierendeel action resulting from uneven distributed axial forces at different stories. The steel frames suffer from vertical collapse mode with large vertical displacement when removal column is connected by simple joints. Catenary action of steel beam and membrane action of steel-composite floor contribute significantly to the resisting mechanisms before and after the fracture of simple connections. [ABSTRACT FROM AUTHOR]