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101 0 $aeng
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181   $ctxt
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183   $acr
200 00$aComposite construction in steel and concrete VI$b[electronic resource] $eproceedings of the 2008 Composite Construction in Steel and Concrete Conference VI, July 20-24, 2008 [Devil's Thumb Ranch] Tabernash, Colorado /$f[sponsored by  Engineering Conferences International and the Structural Engineering Institute (SEI) of the American Society of Civil Engineers] ; edited by Roberto T. Leon ... [et al.]
210   $aReston, VA $cAmerican Society of Civil Engineers$dc2011
215   $a1 online resource (803 p.)
300   $aDescription based upon print version of record.
311   $a0-7844-1142-5 
320   $aIncludes bibliographical references and indexes.
327   $a""Cover""; ""Contents""; ""Shear Connection""; ""Prediction of Shear Resistance of Headed Studs in Troughs of Profiled Sheeting""; ""Lifetime Oriented Design Concepts of Steel-Concrete Composite Structures Subjected to Fatigue Loading""; ""Headed Studs Close to the Concrete Surfacea???Fatigue Behaviour and Application""; ""Fatigue Behavior of Shear Connectors in High Performance Concrete""; ""Cyclic Performances of Shear Connectors""; ""New Steel-Concrete Shear Connection for Composite Bridges""; ""Continuous Shear Connectors in Bridge Construction""
327   $a""Effects of Group Arrangement on the Ultimate Strength of Stud Shear Connection""""Slab Systems""; ""Innovative Shear Connectors for a New Prestressed Composite Slab System for Buildings with Multiple HVACR Installations""; ""Composite Slab with Integrated Installation Floor Using Cellular Beams""; ""Steel Fibre Reinforced Continuous Composite Slabs""; ""Elemental Bending Test and Modeling of Shear Bond in Composite Slabs""; ""Composite Beams""; ""Ductility of Composite Beams with Trapezoidal Composite Slabs""
327   $a""Effect of Strain Profiles on the Behavior of Shear Connectors for Composite Steel-Concrete Beams""""Design Model for Continuous Composite Beams with Web Openings""; ""Efficient Design for the Calculation of the Deflection and the Shear Force Capacity of Slim-Floor Girder""; ""The Multi-Storey Car Park for the ""Neue Landesmesse"" in Stuttgart over Highway A8, Germany""; ""Design and Testing of Two Composite Underspanned Beams""; ""Composite Columns""; ""Flexural Behaviour of Concrete-Filled Thin-Walled Steel Tubes with Longitudinal Reinforcement""
327   $a""Behavior of Composite CFT Beam-Columns Based on Nonlinear Fiber Element Analysis""""Structural Design of Concrete Filled Steel Elliptical Hollow Sections""; ""Seismic Performance of Composite EWECS Columns in New Hybrid Structural System""; ""Design of Composite Columnsa???Steel, Concrete, or Composite Approach?""; ""Strength of Concrete Filled Steel Tubes under High-Strain Rate Loading""; ""Strength of Concrete Filled Historic Cast-Iron Columns""; ""Concrete-Filled Steel Tube Columnsa???Tests Compared with Eurocode 4""
327   $a""Design of Composite Columns Made of Concrete Filled Tubes with Inner Massive Core Profiles and High Strength Materials""""Foundations and Column Bases""; ""Design of Anchor Plates Based on the Component Method""; ""An Economical and Efficient Foundation Connection for Concrete Filled Steel Tube Piers and Columns""; ""Using Steel Fiber Reinforced Cementitious Composite (SFRCC) in Shallow Embedded Column Base""; ""Codes and Structures""; ""Composite Buildings in Germany""; ""Composite Bridges in Germany Designed According to Eurocode 4-2""; ""Where Structural Steel and Concrete Meet""
327   $a""Harmonization of Design Rules in Europe""
606   $aComposite construction$vCongresses
606   $aBuilding, Iron and steel$vCongresses
606   $aConcrete construction$vCongresses
608   $aElectronic books.
615  0$aComposite construction
615  0$aBuilding, Iron and steel
615  0$aConcrete construction
676   $a624.18
701   $aLeon$b Roberto T$0914352
712 02$aEngineering Conferences International.
712 02$aStructural Engineering Institute.
712 02$aAmerican Society of Civil Engineers.
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910461063203321
996   $aComposite construction in steel and concrete VI$92048512
997   $aUNINA