| contributor author | Peter J. Mullins | |
| contributor author | Colin O'Connor | |
| date accessioned | 2017-05-08T20:52:20Z | |
| date available | 2017-05-08T20:52:20Z | |
| date copyright | February 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A2%28334%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29992 | |
| description abstract | A vertical shear connector suitable for manufacture by automated sheet metal processes from steel coil is developed in an experimental program involving 90 small area bearing tests, 18 shear tests, and 6 tension tests. A comparison of three full‐scale wall panel tests (standard cavity wall, cavity wall with an unbonded steel mullion, and cavity wall with a vertical shear connector) demonstrate that the connector significantly increases both the post‐ and pre‐cracking strength and stiffness of a vertically spanning brick masonry cavity wall under out‐of‐plane loads. | |
| publisher | American Society of Civil Engineers | |
| title | Reinforcement of Brick Walls Spanning Vertically | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:2(334) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 002 | |
| contenttype | Fulltext | |
