Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Oscillation parameters of beam were calculated for determined time-dependent application of load, using differential equations; it is shown that limiting conditions of beam have no bearing on oscillation parameters; if maximum loading is of very short duration, concomitant inertia forces take up part of load and resulting beam stress is smaller than its static stress.
Oscillation parameters of beam were calculated for determined time-dependent application of load, using differential equations; it is shown that limiting conditions of beam have no bearing on oscillation parameters; if maximum loading is of very short duration, concomitant inertia forces take up part of load and resulting beam stress is smaller than its static stress.
Effect of momentary loads
Der Einfluss kurzzeitiger Belastungen
Kaemmel, G. (Autor:in)
Bauingenieur ; 38
1963
4 pages
Aufsatz (Zeitschrift)
Deutsch
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