Author(s): | Laermann, K.-H. |
Title: | |
Abstract: | Es wird der elastisch gebettete Balken, der durch eine wandernde Einzellast beansprucht wird, theoretisch untersucht. Hierbei sind Zugfedern ausgeschlossen, d.h. , der Baugrund kann nur negative Spannungen übertragen. Die Ergebnisse werden durch spannungsoptische Versuche verifiziert. |
Source: | Bautechnik 46 (1969), No. 5 |
Page/s: | 160-165 |
Language of Publication: | German |
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