05057nam 2200649Ia 450 991046106320332120200520144314.00-7844-7652-7(CKB)2670000000110636(EBL)3115564(SSID)ssj0000645253(PQKBManifestationID)11446646(PQKBTitleCode)TC0000645253(PQKBWorkID)10681948(PQKB)10925117(MiAaPQ)EBC3115564(Au-PeEL)EBL3115564(CaPaEBR)ebr10556336(OCoLC)721355475(EXLCZ)99267000000011063620110509d2011 uy 0engur|n|---|||||txtccrComposite construction in steel and concrete VI[electronic resource] proceedings of the 2008 Composite Construction in Steel and Concrete Conference VI, July 20-24, 2008 [Devil's Thumb Ranch] Tabernash, Colorado /[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.]Reston, VA American Society of Civil Engineersc20111 online resource (803 p.)Description based upon print version of record.0-7844-1142-5 Includes bibliographical references and indexes.""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 Surface�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""""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""""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""""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 Columns�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 Columns�Tests Compared with Eurocode 4""""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""""Harmonization of Design Rules in Europe""Composite constructionCongressesBuilding, Iron and steelCongressesConcrete constructionCongressesElectronic books.Composite constructionBuilding, Iron and steelConcrete construction624.18Leon Roberto T914352Engineering Conferences International.Structural Engineering Institute.American Society of Civil Engineers.MiAaPQMiAaPQMiAaPQBOOK9910461063203321Composite construction in steel and concrete VI2048512UNINA