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