Pelješac bridge, Croatia – Part 1: Concept and Design/Pelješac-Brücke, Kroatien – Teil 1: Konzept und Planung

IF 0.4 4区 工程技术 Q4 CONSTRUCTION & BUILDING TECHNOLOGY Bauingenieur Pub Date : 2023-01-01 DOI:10.37544/0005-6650-2023-05-39
Marjan Pipenbaher
{"title":"Pelješac bridge, Croatia – Part 1: Concept and Design/Pelješac-Brücke, Kroatien – Teil 1: Konzept und Planung","authors":"Marjan Pipenbaher","doi":"10.37544/0005-6650-2023-05-39","DOIUrl":null,"url":null,"abstract":"The 2 404 m long Pelješac Bridge, Croatia, ranks among the most demanding bridges in the Europe in terms of both the technological complexity of construction and the complexity of the design. The bridge is located in an area of very high seismic activity, exposed to strong and gusty north and south winds. The compact bedrock is located at a depth of up to 100 m below the seabed so very demanding foundation on up to 128 m long driven steel piles was required. The bridge is designed as a multi-span cable-stayed bridge with a semi-integral hybrid structure with five 285 m long central spans. Part 2 deals with execution and assembly.","PeriodicalId":55399,"journal":{"name":"Bauingenieur","volume":"57 1","pages":""},"PeriodicalIF":0.4000,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bauingenieur","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.37544/0005-6650-2023-05-39","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

The 2 404 m long Pelješac Bridge, Croatia, ranks among the most demanding bridges in the Europe in terms of both the technological complexity of construction and the complexity of the design. The bridge is located in an area of very high seismic activity, exposed to strong and gusty north and south winds. The compact bedrock is located at a depth of up to 100 m below the seabed so very demanding foundation on up to 128 m long driven steel piles was required. The bridge is designed as a multi-span cable-stayed bridge with a semi-integral hybrid structure with five 285 m long central spans. Part 2 deals with execution and assembly.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Pelješac大桥,Croatia Part 1: Concept与设计/ Pelješac-Brücke克罗地亚、- 1部分:概念和规划
克罗地亚的Pelješac大桥长2404米,在施工技术复杂性和设计复杂性方面都是欧洲要求最高的桥梁之一。这座桥位于一个地震活动非常频繁的地区,暴露在强烈的北风和南风中。紧凑的基岩位于海床以下100米的深度,因此需要在长达128米的钢桩上建立非常苛刻的基础。该桥设计为半整体混合结构的多跨斜拉桥,有五个285米长的中心跨。第2部分讨论执行和汇编。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Bauingenieur
Bauingenieur 工程技术-工程:土木
CiteScore
0.90
自引率
16.70%
发文量
66
审稿时长
6-12 weeks
期刊介绍: Die Zeitschrift Bauingenieur bietet Aufsätze über Theorie und Praxis des konstruktiven Ingenieurbaus, der Mechanik, der Geotechnik und des Baubetriebs und Baumanagements. Darüber hinaus enthält die Zeitschrift Bauingenieur Berichte und Reportagen über interessante Bauausführungen und Bausanierungen im In- und Ausland, Baustofffragen und Bauinformatik.
期刊最新文献
Neues Innenleben Bewertung historischer Holzkonstruktionen – Entwicklung einer Methodik für die in situ-Festigkeitssortierung am denkmal- geschützten Beispiel Schloss Friedenstein/Evaluation of historical wooden constructions – development of a methodology for in situ strength sorting using the listed example of Fri 128 Jahre 1. Hochbrücke Levensau – das Kanalufer: Boden-Bauwerks-Interaktion von interagierenden Bohrpfahlwänden/128 years 1. Hochbrücke Levensau – the Canal Bank: Soil-Structure Interaction of interacting Bored Pile Walls Textilbetonverstärkung für ein typisches Brückenbauwerk aus den 1980er-Jahren/Textile reinforced concrete strengthening for a typical bridge from the 1980s BIM in der Infrastrukturplanung: Antriebsfaktoren, Hindernisse und Mehrwerte der Anwendung in Ingenieurbüros/BIM in infrastructure planning – potentials and challenges for engineering companies
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1