| contributor author | Gary M. Kosut | |
| contributor author | Ned H. Burns | |
| contributor author | C. Victor Winter | |
| date accessioned | 2017-05-08T20:51:45Z | |
| date available | 2017-05-08T20:51:45Z | |
| date copyright | September 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9445%281985%29111%3A9%281916%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29628 | |
| description abstract | A load test of a prestressed concrete, one‐half scale model, flat plate with unbonded tendons is reported. The four panel model was 20 ft (6.1 m) square, 2.75 in. (70 mm) thick, with 8 in. (200 mm) or 7 in. (175 mm) square columns spaced at 10 ft (3 m) centers. A uniform tendon arrangement was used in one slab direction and a banded arrangement was employed in the other direction. Bonded reinforcement was provided in accordance with | |
| publisher | American Society of Civil Engineers | |
| title | Test of Four‐Panel Post‐Tensioned Flat Plate | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1985)111:9(1916) | |
| tree | Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009 | |
| contenttype | Fulltext | |
