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Problems in connection with increased performance required of bearings posed by use of highly reinforced or post tensioned concrete and composite steel and concrete designs which led to use of longer spans and greater lengths of continuous span; data on relationship of friction coefficient of sliding speed and number of cycles slid at 4000 psi; features of 800 ton capacity Coldra viaduct bearing instrumented to measure friction forces.
Problems in connection with increased performance required of bearings posed by use of highly reinforced or post tensioned concrete and composite steel and concrete designs which led to use of longer spans and greater lengths of continuous span; data on relationship of friction coefficient of sliding speed and number of cycles slid at 4000 psi; features of 800 ton capacity Coldra viaduct bearing instrumented to measure friction forces.
High performance structural bearings
Consulting Engr (Lond)
Nevin, R.W. (Autor:in)
1968
Aufsatz (Zeitschrift)
Englisch
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UB Braunschweig | 2002
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