jaunty
发表于 2025-3-26 23:28:53
Predicting Time-Dependent Deformations of Prestressed Concrete Girderslosses were not accurately predicted and were overpredicted on average. The growth predictions up to the girder erection were most accurately predicted in terms of (i) prestress losses by AASHTO LRFD with an error of 68% and (ii) camber growth by ACI 209 with an error of 51%.
Angiogenesis
发表于 2025-3-27 01:26:09
Load Distribution and In-Plane Superstructure Movements on Highly Skewed Steel Girder Bridgese used to evaluate the importance of bridge skew angle on in-plane superstructure displacements. The investigation showed that skew had a major role in bridge in-plane displacements, and consequent superstructure in-plane rotation, leading to greater transverse displacements with increasing skews under thermal loading.
frugal
发表于 2025-3-27 06:20:26
Design of Izmir Bay Crossing Bridgeeismicity and very poor soil conditions at the site. 2000 mm diameter steel driven piles are used for the foundations. First 20 m of the piles are assumed to be laterally unsupported by soil and pile cap stiffness and mass were considered in the global model for seismic analysis.
Narcissist
发表于 2025-3-27 09:30:08
Human-Computer Interaction – INTERACT 2021merical investigation. The bridge was designed in the early 1960s by Riccardo Morandi, a well-known Italian engineer, and opened to the public in 1967. The collapsed part of the bridge essentially comprised an individual self-standing structure spanning 171 m and two simply-supported connecting Gerb
违反
发表于 2025-3-27 17:35:55
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colloquial
发表于 2025-3-27 20:32:21
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违法事实
发表于 2025-3-28 00:10:24
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四溢
发表于 2025-3-28 04:44:12
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Afflict
发表于 2025-3-28 08:53:10
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Hyperopia
发表于 2025-3-28 13:05:02
Diana C. G. Mendes,Mónica S. Cameirãoridges, different solutions have proved to be efficient. The choice for the most adequate solution is not linear and depends on several factors of quite different nature, such as bridge geometry (curvature, transversal slope, longitudinal slope), deck section (weight, shape), span length and bridge