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Closed-form solutions of an infinite beam under impact loading

โœ Scribed by C.C. Fu


Publisher
Elsevier Science
Year
1967
Tongue
English
Weight
459 KB
Volume
3
Category
Article
ISSN
0020-7683

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Records of wind-induced strains measured in 12 m high, tubular steel lighting columns have been collected over a range of mean wind speeds up to 17 m/s. Since this did not embrace the full transcritical range of Reynolds numbers, a novel approach was adopted to acquire a more complete data set. The