| contributor author | F. M. Khalaf | |
| date accessioned | 2017-05-08T20:56:43Z | |
| date available | 2017-05-08T20:56:43Z | |
| date copyright | May 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A5%28591%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32738 | |
| description abstract | An experimental investigation was conducted to study the difference in strength and behavior of unfilled and filled blocks and prisms compressed in two orthogonal directions, normal and parallel, to unit bed face. In some codes and standards no consideration has been given to the way the prisms should be constructed, nor to the way the blocks or prisms should be loaded to meet situations where the acting external forces are applied in a direction parallel to the unit bed face. This paper recommends methods of determining the specified compressive strength of blockwork masonry, | |
| publisher | American Society of Civil Engineers | |
| title | Blockwork Masonry Compressed in Two Orthogonal Directions | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:5(591) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 005 | |
| contenttype | Fulltext | |
