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Author(s):	Anastasiadis, K.; Avramidis, I. E.
Title:
Abstract:	In der vorliegenden Untersuchung werden die statischen Ersatzlasten nach dem Kriterium der Gleichheit der statischen zu den maximalen dynamischen Randverschiebungen bei unsymmetrischen Bauwerken unter seismischer Beanspruchung hergeleitet. Der Vergleich zu der bisherigen Methode der dynamischen Ausmitte zeigt eine Abminderung sowohl des statischen Torsionsmoments als auch der statischen Ersatzkräfte selbst.
Source:	Bautechnik 63 (1986), No. 2
Page/s:	50-56
Language of Publication:	German

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