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

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Balanced Lift Method—A New Bridge Construction Technique for bridges with high and low piers enabling the construction of bridges over deep or low valleys. The first application of the new method is the construction of two bridges with low piers for the Austrian road management company (ASFINAG) crossing the rivers Lafnitz and Lahnbach on the S7 motorway in the south-east of Austria.

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Book 2016tanbul, 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; constructio

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Optimal Design of Pile Foundation in Fully Integral Abutment Bridgeintegral abutment bridge, choosing a suitable pile foundation type is a challenging problem, because the substructure is fixed with superstructure to bear the load together. In this paper, the design of the pile foundation in a fully integral abutment bridge (FIAB) in China was analyzed. A finite el

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Deriving a Load Model for the Braking Force on Road Bridges: Comparison Between a Deterministic and ries. Hence, safety assessments of existing bridges may show a lack of compliance with the new safety requirements of current maintenance codes, making the relevant authorities responsible for their strengthening. The current load model for the braking force was derived from a deterministic evaluati

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The Revisions for the Gusset Plate Load Rating Approach: A Comparative Case Studyges”. According to this document, main truss member gusset plates were required to be examined for five limit states based on either the Load Factor Rating (LFR) or the Load and Resistance Factor Rating (LRFR) approaches. However, further investigations showed that this methodology generally resulte

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The Use of Appropriate Finite Element Modelling Techniques for the Idealization of a Novel Hybrid Muations of varying complexities showed good correlation with experimental global load-deflection behavior as well as local strain behavior at the base of the bridge system. For ascertaining peak load conditions, the simplest of the three model configurations was found to provide the best accuracy of

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Free Vibration Analysis and Seismic Performance Assessment of Two Approach Viaducts of Bosphorus SusSuspension Bridge. Ortak?y viaduct at European continent and Beylerbeyi viaduct at Asian continent have a length of 231 and 235?m, and five spans and four spans, respectively. The viaducts are side span of the bridge and are supported at the base instead of hanger elements. Based on the project spec

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