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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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發(fā)表于 2025-3-28 16:02:48 | 只看該作者
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發(fā)表于 2025-3-28 19:54:58 | 只看該作者
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發(fā)表于 2025-3-29 01:48:01 | 只看該作者
Lecture Notes in Computer Scienceported 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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發(fā)表于 2025-3-29 04:34:54 | 只看該作者
45#
發(fā)表于 2025-3-29 10:29:22 | 只看該作者
Lecture Notes in Computer Sciencehe lessons learned from it..The Al Bustan South Project comprises design and construction of an expressway to the north of Doha with grade separated junctions, four-lanes dual deck to form a 1,946?m long bridge structure, including 863 on/off ramp bridges. The project includes drainage system, extra
46#
發(fā)表于 2025-3-29 14:19:31 | 只看該作者
Lecture Notes in Computer Sciencekey was constructed in Antalya ?all? Crossing, with an 80?m main span and 2.5?m deep post-tensioned pi-section deck. The second extradosed bridge is currently under construction over the Dim River in Alanya, as part of the new Alanya-Gazipa?a Highway. The Dim ?ay? Extradosed Bridge has seven spans a
47#
發(fā)表于 2025-3-29 18:50:31 | 只看該作者
48#
發(fā)表于 2025-3-29 21:16:07 | 只看該作者
Graham Parsonage,Matthew Horton,Janet Read phase of The Northern Marmara Motorway Project (KMO1), three viaducts were constructed using ILM. The KMO1 is followed by the second phase: KMO2. ?hsaniye Viaduct is part of KMO2 on the European Side of Istanbul, located south of the Third Istanbul Airport (IGA), and constructed using the ILM. Seve
49#
發(fā)表于 2025-3-30 01:21:52 | 只看該作者
Human-Computer Interaction – INTERACT 2023dge without adding extra girders. Moreover, the screed machine used in finishing the surface of the deck slab usually rests on the edges of the overhang. The machine weight combined with the weight of the fresh concrete leads to torsional moments in the exterior girder. Hence, excessive rotations in
50#
發(fā)表于 2025-3-30 07:32:31 | 只看該作者
Developments in International Bridge Engineering978-3-030-59169-4Series ISSN 2194-8119 Series E-ISSN 2194-8127
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