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Titlebook: Developments in International Bridge Engineering; Selected Papers from Alp Caner,Polat Gülkan,Khaled Mahmoud Book 2016 Springer Internation

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发表于 2025-3-21 18:28:45 | 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Alp Caner,Polat Gülkan,Khaled Mahmoud
视频video
概述Focuses on new developments in bridge design and construction.Presents new advances in bridge maintenance and monitoring.Edited and written by experts in the field.Includes supplementary material:
丛书名称Springer Tracts on Transportation and Traffic
图书封面Titlebook: Developments in International Bridge Engineering; Selected Papers from Alp Caner,Polat Gülkan,Khaled Mahmoud Book 2016 Springer Internation
描述The book includes peer-reviewed contributions selected from presentations given at the Istanbul Bridge Conference 2014, held from August 11 – 13 in Istanbul, Turkey. It reports on the current challenges in bridge engineering faced by professionals around the globe, giving a special emphasis to recently developed techniques, innovations and opportunities. The book covers key topics in the field, including modeling and analysis methods; construction and erection techniques; design for extreme events and condition assessment and structural health monitoring. There is a balanced presentation of theory, research and practice. This book, which provides the readers with a comprehensive and timely reference guide on current practices in bridge engineering, is intended for professionals, academic researchers and students alike.
出版日期Book 2016
关键词Braking Probability; Bridge Condition Rating; Fatigue Crack; Finite Element Modeling; Istanbul Bridge Co
版次1
doihttps://doi.org/10.1007/978-3-319-19785-2
isbn_softcover978-3-319-36218-2
isbn_ebook978-3-319-19785-2Series ISSN 2194-8119 Series E-ISSN 2194-8127
issn_series 2194-8119
copyrightSpringer International Publishing Switzerland 2016
The information of publication is updating

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Menu Design in Cell Phones: Use of 3D Menus overall behavior in the transverse composite system, however, was obtained with tube-to-tube elements, with transverse curvature exhibited. Interestingly, the addition of tube-to-tube elements did not affect the overall global performance exhibited through FEA, resulting in identical load-deflectio
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https://doi.org/10.1007/978-3-642-02580-8ilways bridges (TSC-R/2008) and Caltrans (CALTRANS-2001) seismic design of steel bridge. Accordingly, the earthquake performance of the bridge is presented for each non-linear analysis method considering these codes.
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Maria Rafalak,Piotr Bilski,Adam Wierzbickipecification, the U.S. is divided into 4 zones per the country’s solar radiation zones and gives some gradient values to be applied through the depth of the girder. The aim of this study is to construct a simple similar solar radiation map for Turkey to be used in design of segmental bridges. Temper
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Lecture Notes in Computer Science waves has greater effect on internal forces of the piers and piles in deep valley than in uniform field shapes. If the bridge is located in a valley, the effect of oblique incidence waves on the bridge should be considered.
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https://doi.org/10.1007/978-3-540-73111-5 bridge components in the range of the training data set. Meanwhile ANN yields 67.35, 90.54 and 81.77 % for PCBB, RCBB and SSB, respectively. The results indicate that the condition rating of surfacing, deck slab, beam/girder and abutments highly contribute to the condition rating of RCBB and SSB, h
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