| contributor author | R. Wang | |
| contributor author | A. E. Elwi | |
| contributor author | M. A. Hatzinikolas | |
| contributor author | J. Warwaruk | |
| date accessioned | 2017-05-08T20:56:47Z | |
| date available | 2017-05-08T20:56:47Z | |
| date copyright | July 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A7%28912%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32779 | |
| description abstract | This paper presents a test program on full-scale reinforced slender shear connected cavity walls subjected to an eccentric compressive loading. A total of nine walls were tested. All specimens were constructed with a partially grouted and reinforced, 190-mm concrete masonry block wythe and a 90-mm burnt clay brick wythe. All had a slenderness ratio of height to backup wythe thickness of 27.8 and, except for one specimen, all walls had a 75-mm wide cavity. The primary variable, was the axial force eccentricity. The eccentricity varied both in magnitude from | |
| publisher | American Society of Civil Engineers | |
| title | Tests of Tall Cavity Walls Subjected to Eccentric Loading | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:7(912) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 007 | |
| contenttype | Fulltext | |
