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Elastically supported frame bridges with varying rigidity
For well designed, elastically founded frame, eccentricity of support reaction can be avoided for dead loads, while for live loads it will not be larger than core radius of foundation; development of forces is function of soils modulus of elasticity; varying rigidity of frame girder improves distribution of deadweight; experiments on reinforced concrete model.
Elastically supported frame bridges with varying rigidity
For well designed, elastically founded frame, eccentricity of support reaction can be avoided for dead loads, while for live loads it will not be larger than core radius of foundation; development of forces is function of soils modulus of elasticity; varying rigidity of frame girder improves distribution of deadweight; experiments on reinforced concrete model.
Elastically supported frame bridges with varying rigidity
Elastisch gestuetzte Rahmenbruecken mit veraenderlicher Biegesteifigkeit
Balazs, Gy. (author) / Goschy, B. (author) / Kilian, J. (author) / Nemeth, F. (author)
1960
31 pages
Article (Journal)
Hungarian
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