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Simplified prediction of wind-induced response and stability limit of slender long-span suspension bridges, based on modified quasi-steady theory: A case study

✍ Scribed by Ole Øiseth; Anders Rönnquist; Ragnar Sigbjörnsson


Publisher
Elsevier Science
Year
2010
Tongue
English
Weight
784 KB
Volume
98
Category
Article
ISSN
0167-6105

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