BOOR
发表于 2025-3-25 04:38:15
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美丽的写
发表于 2025-3-25 10:27:32
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Ingenuity
发表于 2025-3-25 13:23:29
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Canary
发表于 2025-3-25 19:04:06
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dithiolethione
发表于 2025-3-25 23:18:04
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ADJ
发表于 2025-3-26 03:45:35
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割让
发表于 2025-3-26 07:39:35
Markus Kirjonen,Mika P. Nieminenlosses 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%.
勤勉
发表于 2025-3-26 10:09:45
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Entirety
发表于 2025-3-26 12:56:19
Lecture Notes in Computer Scienceeismicity 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.
假设
发表于 2025-3-26 17:16:04
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