| contributor author | X. L. Liu | |
| contributor author | W. F. Chen | |
| date accessioned | 2017-05-08T20:51:15Z | |
| date available | 2017-05-08T20:51:15Z | |
| date copyright | June 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A6%281356%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29326 | |
| description abstract | The results of a series of 14 full‐scale tests on reinforced concrete pipe columns are reported. For each of these tests, a complete set of synchronously measurements, covering the entire range of loading, are acquired. The tests were controlled by deflection increments when the loads were near and beyond the maximum, or peak value. These data are utilized in developing a design method for reinforced concrete pipe columns. Based on the 14 full‐scale tests, the mechanics of progressive failure of reinforced concrete pipe columns is demonstrated through the explanation of the maximum load point, or the | |
| publisher | American Society of Civil Engineers | |
| title | Reinforced Concrete Pipe Columns: Behavior and Design | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:6(1356) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 006 | |
| contenttype | Fulltext | |