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Calculation method and estimated weight of stiffened braced rib arch bridges
Reducing member forces near springings solved by using continuous truss to stiffen-bridge arch; calculations for such forces end deflections; ratio of rise and span length as affecting steel weight of bridge based on 180 m long span.
Calculation method and estimated weight of stiffened braced rib arch bridges
Reducing member forces near springings solved by using continuous truss to stiffen-bridge arch; calculations for such forces end deflections; ratio of rise and span length as affecting steel weight of bridge based on 180 m long span.
Calculation method and estimated weight of stiffened braced rib arch bridges
Japan Soc Promotion Science -- Proc
Hirai, A. (Autor:in) / Nishiwaki, T. (Autor:in)
Japan Society for Promotion of Science -- Symposium on High-Rise and Long-Span Structures ; 1964
1964
9 pages
Aufsatz (Konferenz)
Englisch
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