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Suspension bridge design as governed by dynamic wind action
Early failures including those in United States; application of "deflection theory" instead of "elastic theory"; data on Tacoma bridge; development abroad; means to prevent objectionable motions; concept of " stiffness index"; significance of vertical, lateral, and torsional stiffness; model tests and design of new Tacoma bridge. (12 p between p 156 and 174)
Suspension bridge design as governed by dynamic wind action
Early failures including those in United States; application of "deflection theory" instead of "elastic theory"; data on Tacoma bridge; development abroad; means to prevent objectionable motions; concept of " stiffness index"; significance of vertical, lateral, and torsional stiffness; model tests and design of new Tacoma bridge. (12 p between p 156 and 174)
Suspension bridge design as governed by dynamic wind action
Roads Eng Construction
Ammann, O.H. (author)
1953
Article (Journal)
English
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