Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Material Models for Grouted Block Masonry. August 1988
Some results of concentric and eccentric tests conducted on three course masonry prisms are reported. Preliminary values of the stress parameters k1k3 and k2 are presented in terms of extreme fiber compressive strain. Results from three plain concrete prisms with a height to thickness ratio equal to the masonry prisms tested are also reported.
Material Models for Grouted Block Masonry. August 1988
Some results of concentric and eccentric tests conducted on three course masonry prisms are reported. Preliminary values of the stress parameters k1k3 and k2 are presented in terms of extreme fiber compressive strain. Results from three plain concrete prisms with a height to thickness ratio equal to the masonry prisms tested are also reported.
Material Models for Grouted Block Masonry. August 1988
A. A. Hamid (Autor:in) / G. F. Assis (Autor:in) / H. G. Harris (Autor:in)
1988
80 pages
Report
Keine Angabe
Englisch
Material Models for Grouted Block Masonry
| NTIS | 1989
Compressive Strength of Grouted and Un-grouted Concrete Block Masonry
| British Library Conference Proceedings | 2002
Grouted reinforced brick masonry
| Engineering Index Backfile | 1937
Failure Criteria for Grouted Concrete Block Masonry under Biaxial Compression
| Online Contents | 2006
Failure Criteria for Grouted Concrete Block Masonry under Biaxial Compression
| SAGE Publications | 2006