Nozomi bridge : a hybrid structure of stress-ribbon deck and truss
It is well known that one drawback for stress-ribbon bridges can be that significant horizontal reactions at the abutment can be generated and that they have low flexural stiffness. The latter prevents them from being used as roadway bridges. A new hybrid structure of stress-ribbon deck and truss ha...
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Veröffentlicht in: | Structural concrete : journal of the FIB 2006-12, Vol.7 (4), p.145-157 |
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Format: | Artikel |
Sprache: | eng |
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