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008 | 000506s1999 enka b 001 0 eng d | ||
010 | _a 00266806 | ||
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_aDLC _beng _erda _dATU |
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042 | _alccopycat | ||
050 | 0 | 0 |
_aTA664. _bO36 1999 |
082 | 0 | _a624.1821 | |
100 | 1 |
_aOehlers, Deric J., _eauthor. _9240215 |
|
245 | 1 | 0 |
_aElementary behaviour of composite steel and concrete structural members / _cDeric J. Oehlers, Mark A. Bradford. |
246 | 1 | 4 | _aElementary behaviour of composite steel & concrete structural members |
264 | 1 |
_aOxford ; _aBoston : _bButterworth-Heinemann, _c1999. |
|
300 |
_axviii, 259 pages : _billustrations ; _c24 cm |
||
336 |
_atext _btxt _2rdacontent |
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337 |
_aunmediated _bn _2rdamedia |
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338 |
_avolume _bnc _2rdacarrier |
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504 | _aIncludes bibliographical references and index. | ||
505 | 0 | 0 |
_tPreface -- _tNotation -- _g1. _tIntroduction -- _g2. _tSizing of members -- _g3. _tElastic analysis of composite beams -- _g4. _tRigid plastic analysis of simply supported beams -- _g5. _tMechanical shear connectors -- _g6. _tTransfer of longitudinal shear forces -- _g7. _tStocky columns -- _g8. _tSlender columns -- _g9. _tComposite beams with service ducts -- _g10. _tLocal splitting -- _g11. _tPost cracking dowel strength -- _g12. _tRigid plastic analysis of continuous composite beams -- _g13. _tLateral-distortional buckling -- _g14. _tGeneral fatigue analysis procedures -- _g15. _tFatigue analysis of stud shear connections -- _tIndex. |
588 | _aMachine converted from AACR2 source record. | ||
650 | 0 |
_aComposite construction _9315859 |
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650 | 0 |
_aStructural analysis (Engineering) _9324588 |
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700 | 1 |
_aBradford, M. A., _d1955- _eauthor. _9236952 |
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907 |
_a.b10285131 _b11-07-17 _c27-10-15 |
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