| contributor author | Panos Tsopelas | |
| contributor author | Mohamed Husain | |
| date accessioned | 2017-05-08T20:58:52Z | |
| date available | 2017-05-08T20:58:52Z | |
| date copyright | November 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9445%282004%29130%3A11%281659%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34181 | |
| description abstract | The effects of the element ductility capacity, the flexibility of beams (in terms of the beam span-to-beam depth ratio), the flexibility of columns (in terms of column slenderness ratio), and the level of gravity loads on the structural redundancy of plane frames are studied. A simplified expression to evaluate the redundancy response modification factor | |
| publisher | American Society of Civil Engineers | |
| title | Measures of Structural Redundancy in Reinforced Concrete Buildings. II: Redundancy Response Modification Factor RR | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2004)130:11(1659) | |
| tree | Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011 | |
| contenttype | Fulltext | |
