| contributor author | Yunlin He | |
| contributor author | Tseng Huang | |
| date accessioned | 2017-05-08T20:51:28Z | |
| date available | 2017-05-08T20:51:28Z | |
| date copyright | November 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9445%281985%29111%3A11%282385%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29457 | |
| description abstract | The stability of steel radial gates used in reservoirs, hydroelectric power stations, etc. is studied by modeling them as rectangular, trapezoidal or triangular frames. The elastic resistance of the rubber seals for preventing leakage is incorporated in the formulation. Results are expressed in terms of the effective length factors of the compression members in the gates. | |
| publisher | American Society of Civil Engineers | |
| title | Effective Length of Columns in Steel Radial Gates | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1985)111:11(2385) | |
| tree | Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 011 | |
| contenttype | Fulltext | |
