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Lessons of collapse of Vancouver 2nd narrows bridge
Conclusions of study on collapse of bridge; occurrence is not only mere consequence of error in design but also manifestation of effects of some factors not yet fully appreciated; inapplicability of column formulas for design of webs of grillage beams in buckling; weakening effect of plywood pads interposed in grillage; general inadequacy of column formula given by Canadian Specifications CSA, 1952.
Lessons of collapse of Vancouver 2nd narrows bridge
Conclusions of study on collapse of bridge; occurrence is not only mere consequence of error in design but also manifestation of effects of some factors not yet fully appreciated; inapplicability of column formulas for design of webs of grillage beams in buckling; weakening effect of plywood pads interposed in grillage; general inadequacy of column formula given by Canadian Specifications CSA, 1952.
Lessons of collapse of Vancouver 2nd narrows bridge
ASCE -- Proc (J Structural Div)
Hrennikoff, A. (Autor:in)
1959
20 pages
Aufsatz (Zeitschrift)
Englisch
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Lessons of Collapse of Vancouver 2nd Narrows Bridge
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