{"title":"木结构人行桥。梁桥布置优化参数分析的应用","authors":"A. Bjelanović, I. Štimac Grandić, F. Franolić","doi":"10.31650/2707-3068-2022-26-5-14","DOIUrl":null,"url":null,"abstract":"Paper presents results of the analysis of possible design solutions of timber beam bridges considering all usual demands for their stability, safety and functionality when they are designed to serve pedestrian and cyclist traffic, and, if necessary, traffic of emergency and service vehicles as well. Parametric finite element models (FEM) of bridges with simply supported glulam main-beams, have been divided into four groups, each consisting of several subgroups.","PeriodicalId":365885,"journal":{"name":"Modern structures of metal and wood","volume":"42 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"TIMBER FOOTBRIDGES – VALORIZATION OF PARAMETRIC ANALYSIS IN OPTIMIZATION OF LAYOUT OF BEAM BRIDGES\",\"authors\":\"A. Bjelanović, I. Štimac Grandić, F. Franolić\",\"doi\":\"10.31650/2707-3068-2022-26-5-14\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Paper presents results of the analysis of possible design solutions of timber beam bridges considering all usual demands for their stability, safety and functionality when they are designed to serve pedestrian and cyclist traffic, and, if necessary, traffic of emergency and service vehicles as well. Parametric finite element models (FEM) of bridges with simply supported glulam main-beams, have been divided into four groups, each consisting of several subgroups.\",\"PeriodicalId\":365885,\"journal\":{\"name\":\"Modern structures of metal and wood\",\"volume\":\"42 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-07-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Modern structures of metal and wood\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31650/2707-3068-2022-26-5-14\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Modern structures of metal and wood","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31650/2707-3068-2022-26-5-14","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
TIMBER FOOTBRIDGES – VALORIZATION OF PARAMETRIC ANALYSIS IN OPTIMIZATION OF LAYOUT OF BEAM BRIDGES
Paper presents results of the analysis of possible design solutions of timber beam bridges considering all usual demands for their stability, safety and functionality when they are designed to serve pedestrian and cyclist traffic, and, if necessary, traffic of emergency and service vehicles as well. Parametric finite element models (FEM) of bridges with simply supported glulam main-beams, have been divided into four groups, each consisting of several subgroups.
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