Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Results of compression tests carried out on series of rubber bridge bearings of various types; bearings were incorporated in bridge deck, containing severe skew, on which abnormal loads were imposed; true load distribution in bridge was compared with values obtained from theoretical analysis of skew slabs; tests were first carried out with bearings placed between steel plates; slipping occurred, as no bonding material was present, and further tests were carried out between concrete faces so as to resemble future site conditions; analysis of test results.
Results of compression tests carried out on series of rubber bridge bearings of various types; bearings were incorporated in bridge deck, containing severe skew, on which abnormal loads were imposed; true load distribution in bridge was compared with values obtained from theoretical analysis of skew slabs; tests were first carried out with bearings placed between steel plates; slipping occurred, as no bonding material was present, and further tests were carried out between concrete faces so as to resemble future site conditions; analysis of test results.
Compression tests on rubber bridge bearings
Civ Eng (Lond)
Auld, F.A. (Autor:in)
1968
3 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
| Engineering Index Backfile | 1964
| British Library Online Contents | 2013
Compression and shear tests of anisotropic high damping rubber bearings
| Online Contents | 2004
Compression and shear tests of anisotropic high damping rubber bearings
| Elsevier | 2004