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Idea for long-span prestressed concrete bridges
Solution applies prestressing to hyperboloidical and hyperbolic paraboloidical girders for bridges with spans of 200 ft or more; problem is treated in general, nonmathematical form.
Idea for long-span prestressed concrete bridges
Solution applies prestressing to hyperboloidical and hyperbolic paraboloidical girders for bridges with spans of 200 ft or more; problem is treated in general, nonmathematical form.
Idea for long-span prestressed concrete bridges
Am Concrete Inst -- J
Van Walsum, E. (author)
1957
9 pages
Article (Journal)
English
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