000			01595nam a2200181Ia 4500
008			140223b2004 xxu||||| |||| 00| 0 eng d
020			_a9780080419190 _c0.00
082			_a624.1821 _bOEH
100			_aOehlers, Deric J.
245			_aComposite Steel and Concrete Structural Members: Fundamental Behaviour
260			_aNew York _bElsevier Science Publishing Co. _c2004
300			_a549p
500			_aPart - 1: Introduction Composite Construction Part - 2: Material Properties Material Properties under Static Loads Material Properties under Fatigue Loads Part - 3: Geometric Dimension Effective Size of Reinforced Concrete Elements Local Buckling of Steel Elements Part - 4: Standard Composite Steel and Concrete Beams Behavior under Serviceability loads Ultimate Strength Rigid Plastic Analysis Limited Slip Capacity of Shear Connectors Moment Redistribution within Continuous Composite Beams Lateral Distortional Buckling Part - 5: Transfer of Shear Connector Forces into Concrete Element Splitting Forces Post Cracking Dowels Strength Longitudinal Shear Embedment Forces Part - 6: Composite Forms of Construction Composite Beams with Service Ducts Composite Profiled Slabs and Profiled Decking Composite Profiled Beams Composite Columns Fatigue Degradation of Composite Bridge Beams
600			_aCivil Engineering
700			_aBradford, Mark A.
890			_aUSA
995			_AOEH _B004073 _CCIT-NIT _D8046.99 _E0 _F049 _G00116 _H0 _I0.00 _J5834.07 27.5% _L20051221 _M01 _UC _W20060103 _XPustak _ZReference
999			_c44948 _d44948