A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Laboratory tests of three-span reinforced concrete arch bridges with decks on slender piers
Tests of arch series on high piers; elastic constants for single span; influence ordinates for fixed-end reactions for single span and for reactions at springings of all spans; thrust due to design load; effect of intermediate expansion joints in deck upon load-carrying capacity; maximum carrying capacity. (Price $1)
Laboratory tests of three-span reinforced concrete arch bridges with decks on slender piers
Tests of arch series on high piers; elastic constants for single span; influence ordinates for fixed-end reactions for single span and for reactions at springings of all spans; thrust due to design load; effect of intermediate expansion joints in deck upon load-carrying capacity; maximum carrying capacity. (Price $1)
Laboratory tests of three-span reinforced concrete arch bridges with decks on slender piers
Univ Ill -- Eng Experiment Station -- Bul
Wilson, W.M. (author) / Kluge, R.W. (author)
1934
131 pages
1 Supp sheet
Article (Journal)
English
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Laboratory tests of three-span reinforced concrete arch ribs on slender piers
| Engineering Index Backfile | 1934