Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Similarity requirements for underground structures
Similarity requirements for predicting dynamic response of underground structures are derived and checked experimentally; dimensional analysis is used to develop required relationship between model and prototype systems; tests which were performed in 2-ft diam vertical shock tube using small hollow aluminum tubes, embedded in dry sand, as model structures are described; tubes were instrumented with SR-4 strain gages, and strain-time curves were obtained for several depths of burial; peak reflected surface pressures varied from 60 to 460 psi; test results support proposed scaling relationships.
Similarity requirements for underground structures
Similarity requirements for predicting dynamic response of underground structures are derived and checked experimentally; dimensional analysis is used to develop required relationship between model and prototype systems; tests which were performed in 2-ft diam vertical shock tube using small hollow aluminum tubes, embedded in dry sand, as model structures are described; tubes were instrumented with SR-4 strain gages, and strain-time curves were obtained for several depths of burial; peak reflected surface pressures varied from 60 to 460 psi; test results support proposed scaling relationships.
Similarity requirements for underground structures
Arizona. Univ -- Symposium Soil-Structure Interaction -- Proc
Young, D.F. (Autor:in) / Murphy, G. (Autor:in)
Proceedings of the Arizona University -- Symposium of Soil-Structure Interaction ; 1964
1964
11 pages
Aufsatz (Konferenz)
Englisch
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