| contributor author | S. A. Mirza | |
| contributor author | P. M. Lee | |
| contributor author | D. L. Morgan | |
| date accessioned | 2017-05-08T20:52:40Z | |
| date available | 2017-05-08T20:52:40Z | |
| date copyright | September 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A9%281963%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30159 | |
| description abstract | Load and resistance factors are used to reduce the probability of overloading, understrength, or both to acceptable levels. The ACI Building Code specifies the use of resistance factors for beam‐columns in the following ways: (1) Resistance factors are applied to cross‐section strength; and (2) resistance factors are applied to critical buckling strength used in moment magnification due to slenderness effects. Probabilistic examination of ACI resistance factors as used in (1) was reported in an earlier study and is available in the literature. This paper examines the ACI resistance factors as employed in (2) and suggests a value for design office use for computing moment magnification of concrete slender columns. | |
| publisher | American Society of Civil Engineers | |
| title | ACI Stability Resistance Factor for RC Columns | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:9(1963) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009 | |
| contenttype | Fulltext | |
