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Titlebook: Developments in International Bridge Engineering; Selected Papers from Polat Gülkan,Alp Caner,Nurdan Memisoglu Apaydin Book 2021 The Editor

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发表于 2025-3-21 18:17:10 | 显示全部楼层 |阅读模式
书目名称Developments in International Bridge Engineering
副标题Selected Papers from
编辑Polat Gülkan,Alp Caner,Nurdan Memisoglu Apaydin
视频video
概述Covers bridge research, design and construction.Reports on sustainable and economically feasible solutions.Reports on practical studies concerning bridge failures.Compares experiences in different cou
丛书名称Springer Tracts on Transportation and Traffic
图书封面Titlebook: Developments in International Bridge Engineering; Selected Papers from Polat Gülkan,Alp Caner,Nurdan Memisoglu Apaydin Book 2021 The Editor
描述.This book reports on current challenges in bridge engineering faced by professionals around the globe, giving a special emphasis to recently developed techniques and methods for bridge design, construction and monitoring. Based on extended and revised papers selected from outstanding presentation at the Istanbul Bridge Conference 2018, held from November 5 – 6, 2018, in Istanbul, Turkey, and by highlighting major bridge studies, spanning from numerical and modeling studies to the applications of new construction techniques and monitoring systems, this book is intended to promote high standards in modern bridge engineering. It offers a timely reference to both academics and professionals in this field..
出版日期Book 2021
关键词Failure of Morandi bridge; Çanakkale bridge construction; Heuristics in bridge engineering; Bridge desi
版次1
doihttps://doi.org/10.1007/978-3-030-59169-4
isbn_softcover978-3-030-59171-7
isbn_ebook978-3-030-59169-4Series ISSN 2194-8119 Series E-ISSN 2194-8127
issn_series 2194-8119
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
The information of publication is updating

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Importance of “Heuristics” in Suspension Bridge Engineering and 1915 Çanakkale Bridges which are highly hyperstatic and their sizes are enormous. They undergo large displacements under loads, have nonlinear behavior and are sensitive to horizontal loads, especially wind loads. Suspension bridges are the most elegant, aesthetic and relatively economic structures of our civilization.
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Predicting Time-Dependent Deformations of Prestressed Concrete Girdersnexpected cost and construction delays. The purpose herein is to compare the accuracy of the creep and shrinkage models such as AASHTO LRFD, ACI 209R-92, and . MC 2010 on strain, curvature, and camber predictions. The experimental data were gathered from fifty-one full-scale girders including AASHTO
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Reliability Based Safety Level Evaluation of Cable Members for Cable-Stayed Bridges in Turkeyported bridges. In recent years, a live load model accurately representing the actual live load uncertainties prevailing in Turkey has been developed using probabilistic methods. The live load model, KGM 45, is now used in the design of short to medium span bridges in Turkey. In a previous nationall
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