{"title":"技术指引(第2级，第15号):木桩的设计","authors":"Chris O'Regan","doi":"10.56330/wivj9399","DOIUrl":null,"url":null,"abstract":"This note describes the design of timber posts based on limit state theory. The note assumes that the reader is familiar with the use of coefficient factors prevalent within BS EN 1995-1-1 (Eurocode 5).","PeriodicalId":135681,"journal":{"name":"The Structural Engineer: journal of the Institution of Structural Engineer","volume":"188 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Technical Guidance Note (Level 2, No. 15): Design of timber posts\",\"authors\":\"Chris O'Regan\",\"doi\":\"10.56330/wivj9399\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This note describes the design of timber posts based on limit state theory. The note assumes that the reader is familiar with the use of coefficient factors prevalent within BS EN 1995-1-1 (Eurocode 5).\",\"PeriodicalId\":135681,\"journal\":{\"name\":\"The Structural Engineer: journal of the Institution of Structural Engineer\",\"volume\":\"188 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-02-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"The Structural Engineer: journal of the Institution of Structural Engineer\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.56330/wivj9399\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"The Structural Engineer: journal of the Institution of Structural Engineer","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.56330/wivj9399","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
本文介绍了基于极限状态理论的木桩设计。说明假设读者熟悉BS EN 1995-1-1(欧洲法规5)中普遍使用的系数因子的使用。
This note describes the design of timber posts based on limit state theory. The note assumes that the reader is familiar with the use of coefficient factors prevalent within BS EN 1995-1-1 (Eurocode 5).
求助内容：
应助结果提醒方式：
京公网安备 11010802042870号
