A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Four continuous beams of center span of steel bridge with umbrella-type suspension system were loaded by suspending heavy barge at high tide using fixture which would break at prescribed stress; during low tide, barge gradually emerged from water causing load on beam to increase from zero to maximum predetermined value; experimental results obtained are compared with those of theoretical stress-strain analysis.
Four continuous beams of center span of steel bridge with umbrella-type suspension system were loaded by suspending heavy barge at high tide using fixture which would break at prescribed stress; during low tide, barge gradually emerged from water causing load on beam to increase from zero to maximum predetermined value; experimental results obtained are compared with those of theoretical stress-strain analysis.
Unusual loading test of bridge over Norderelbe in Hamburg bypass of express highway
Eine ungewoehnliche Belastung der Bruecke ueber die Norderelbe, etc
Hass, B. (author)
Bautechnik ; 41
1964
7 pages
Article (Journal)
English
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