{"title":"单分量运动效应下结构振动的研究","authors":"M. Mirsaidov","doi":"10.19080/CERJ.2018.06.555698","DOIUrl":null,"url":null,"abstract":"6(5): CERJ.MS.ID.555698 (2018) 001 Abstract Mathematical statement, methods and algorithm to solve the problem of steady-state forced vibrations of a structure are given in the paper using spatial model with account of viscoelastic properties of material of various structures and their elements under one-component kinematic effect. The results of study of earth structure oscillations under one-component It structures under a properties of soil under the load effect slightly reduce the amplitude of oscillations, and after effect cessation these properties lead to a sharp","PeriodicalId":30320,"journal":{"name":"Constructii Journal of Civil Engineering Research","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2018-11-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study of Structure Oscillations Under One-component Kinematic Effect\",\"authors\":\"M. Mirsaidov\",\"doi\":\"10.19080/CERJ.2018.06.555698\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"6(5): CERJ.MS.ID.555698 (2018) 001 Abstract Mathematical statement, methods and algorithm to solve the problem of steady-state forced vibrations of a structure are given in the paper using spatial model with account of viscoelastic properties of material of various structures and their elements under one-component kinematic effect. The results of study of earth structure oscillations under one-component It structures under a properties of soil under the load effect slightly reduce the amplitude of oscillations, and after effect cessation these properties lead to a sharp\",\"PeriodicalId\":30320,\"journal\":{\"name\":\"Constructii Journal of Civil Engineering Research\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2018-11-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Constructii Journal of Civil Engineering Research\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.19080/CERJ.2018.06.555698\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Constructii Journal of Civil Engineering Research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.19080/CERJ.2018.06.555698","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Study of Structure Oscillations Under One-component Kinematic Effect
6(5): CERJ.MS.ID.555698 (2018) 001 Abstract Mathematical statement, methods and algorithm to solve the problem of steady-state forced vibrations of a structure are given in the paper using spatial model with account of viscoelastic properties of material of various structures and their elements under one-component kinematic effect. The results of study of earth structure oscillations under one-component It structures under a properties of soil under the load effect slightly reduce the amplitude of oscillations, and after effect cessation these properties lead to a sharp
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