000 | 01325aab a2200229 4500 | ||
---|---|---|---|
008 | 240603b20042004|||qr||| |||| 00| 0 eng d | ||
022 | _a1598-8198 | ||
100 |
_aI. Jelic _9882212 |
||
100 |
_aM. N. Pavlovic _9882213 |
||
100 |
_aM. D. Kotsovos _9882214 |
||
245 | _aPerformance of Structural-Concrete Members under Sequential Loading and Exhibiting Points of Inflection | ||
300 | _a99-113 p. | ||
520 | _aThe article reports data on, and numerical modelling of, beams exhibiting points of inflection and subjected to sequential loading. Both tests and analysis point to inadequacies in current codes of practice. An alternative design methodology, which is strongly associated with the notion that contraflexure points should be designed as \"internal supports\", is shown to produce superior performance even though it requires significantly less secondary reinforcement than advocated by codes. | ||
650 |
_aStructural Concrete _9169612 |
||
650 |
_aNonlinear Finite-Element Modelling _9882215 |
||
650 |
_aPoints of Inflection _9882216 |
||
650 |
_aSequential Loading _9882217 |
||
650 |
_aCode of Practice _9882218 |
||
773 | 0 |
_x15988198 _tComputers and Concrete: An International Journal _dDaejeon, Korea : Techno Press |
|
856 | _uDOI: 10.12989/cac.2004.1.1.099 | ||
942 |
_2ddc _n0 _cART _o14993 _pMr. Muhammad Rafique Al Haj Rajab Ali (Late) |
||
999 |
_c815230 _d815230 |