ASCE 9780784411421 2011
$77.46
Composite Construction in Steel and Concrete VI
| Published By | Publication Date | Number of Pages |
| ASCE | 2011 | 803 |
This collection contains 63 technical papers presented at the International Conference on Composite Construction in Steel and Concrete, held in Tabernash, Colorado, July 20
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 8 | Contents |
| 14 | Shear Connection Prediction of Shear Resistance of Headed Studs in Troughs of Profiled Sheeting |
| 27 | Lifetime Oriented Design Concepts of Steel-Concrete Composite Structures Subjected to Fatigue Loading |
| 39 | Headed Studs Close to the Concrete Surface—Fatigue Behaviour and Application |
| 52 | Fatigue Behavior of Shear Connectors in High Performance Concrete |
| 65 | Cyclic Performances of Shear Connectors |
| 78 | New Steel-Concrete Shear Connection for Composite Bridges |
| 91 | Continuous Shear Connectors in Bridge Construction |
| 105 | Effects of Group Arrangement on the Ultimate Strength of Stud Shear Connection |
| 115 | Slab Systems Innovative Shear Connectors for a New Prestressed Composite Slab System for Buildings with Multiple HVACR Installations |
| 125 | Composite Slab with Integrated Installation Floor Using Cellular Beams |
| 138 | Steel Fibre Reinforced Continuous Composite Slabs |
| 151 | Elemental Bending Test and Modeling of Shear Bond in Composite Slabs |
| 164 | Composite Beams Ductility of Composite Beams with Trapezoidal Composite Slabs |
| 173 | Effect of Strain Profiles on the Behavior of Shear Connectors for Composite Steel-Concrete Beams |
| 186 | Design Model for Continuous Composite Beams with Web Openings |
| 198 | Efficient Design for the Calculation of the Deflection and the Shear Force Capacity of Slim-Floor Girder |
| 212 | The Multi-Storey Car Park for the “Neue Landesmesse” in Stuttgart over Highway A8, Germany |
| 225 | Design and Testing of Two Composite Underspanned Beams |
| 238 | Composite Columns Flexural Behaviour of Concrete-Filled Thin-Walled Steel Tubes with Longitudinal Reinforcement |
| 250 | Behavior of Composite CFT Beam-Columns Based on Nonlinear Fiber Element Analysis |
| 265 | Structural Design of Concrete Filled Steel Elliptical Hollow Sections |
| 276 | Seismic Performance of Composite EWECS Columns in New Hybrid Structural System |
| 289 | Design of Composite Columns—Steel, Concrete, or Composite Approach? |
| 304 | Strength of Concrete Filled Steel Tubes under High-Strain Rate Loading |
| 317 | Strength of Concrete Filled Historic Cast-Iron Columns |
| 330 | Concrete-Filled Steel Tube Columns—Tests Compared with Eurocode 4 |
| 339 | Design of Composite Columns Made of Concrete Filled Tubes with Inner Massive Core Profiles and High Strength Materials |
| 351 | Foundations and Column Bases Design of Anchor Plates Based on the Component Method |
| 364 | An Economical and Efficient Foundation Connection for Concrete Filled Steel Tube Piers and Columns |
| 377 | Using Steel Fiber Reinforced Cementitious Composite (SFRCC) in Shallow Embedded Column Base |
| 390 | Codes and Structures Composite Buildings in Germany |
| 404 | Composite Bridges in Germany Designed According to Eurocode 4-2 |
| 419 | Where Structural Steel and Concrete Meet |
| 432 | Harmonization of Design Rules in Europe |
| 440 | Review and Comparison of Encased Composite Steel-Concrete Column Detailing Requirements |
| 455 | Seismic Performance of Members and Connections Composite Joints in Robust Building Frames |
| 468 | Behavior of Columns in Composite CES Structural System |
| 479 | Cyclic Tests on RC-Steel Shear Plate Composite Wall System Applicable in Beam Spans with Large Openings |
| 492 | Performance Evaluation of Innovative Hybrid Coupled Core Wall Systems |
| 506 | Seismic-Induced Fire Analysis of Steel-Concrete Composite Beam-to-Column Joints: Bolted Solutions |
| 519 | Seismic-Induced Fire Analysis of Steel-Concrete Composite Beam-to-Column Joints: Welded Solutions |
| 532 | Seismic Behavior of Connections to Gangue-Filled CFT Columns with Ring Stiffeners |
| 542 | Strengthening of Composite Beam-to-Column Joints: Static and Seismic Behaviour |
| 555 | Numerical Models for Beams and Joints Numerical Modelling of Composite Beam-to-Beam Joints—Innovative Solutions |
| 567 | Numerical Modeling of Composite Castellated Beams |
| 579 | A Class of Finite Elements for Nonlinear Analysis of Composite Beams |
| 591 | Numerical Calculation of the Deflections of Composite Girders |
| 604 | A Mixed-Finite Element Approach for Performance-Based Design of Rectangular Concrete-Filled Steel Tube (RCFT) Frames |
| 617 | Macro-Elements for Composite Beam-Column Connections |
| 624 | Generic Finite Element Model for Mechanically Consistent Scaling of Composite Beam-Column Joint with Welded Connection |
| 632 | Fire Design Geometric Non-Linear Modelling of Partial Interaction in Composite T-Beams in Fire |
| 641 | Where Steel and Concrete Meet in the Heat |
| 655 | Predicting the Standard Fire Behavior of Composite Steel Beams |
| 670 | Innovations New Results of Material Analysis Regarding the Bauschinger-Effect on the Deflection of Composite Beams |
| 682 | Evaluation of Adhesive Bonding between Steel and Concrete |
| 693 | Ultimate Flexural Strength of Hybrid Composite Girders Using High-Performance Steel of HSB600 at Sagging Bending |
| 704 | Modern Composite Structures Made of High Performance Materials |
| 716 | Steel-FRP Composite Structural Systems |
| 730 | Bridges Towards a Better Understanding of Behaviour of Bridges with Integral Abutments |
| 741 | Developing Composite Action in Existing Non-Composite Steel Girder Bridges |
| 754 | Experimental Investigations of the Shear Connection Behaviour in Joints of Composite Bridges |
| 767 | Inelastic Strength Behavior of Horizontally Curved Composite I-Girder Bridge Structural Systems: Fixed-End Bridge FEA Study |
| 779 | Efficient Erection Method of Cantilever Bridge Deck Using Ribbed Steel Form Bolted to Girder |
| 792 | Indexes Attendee List |
| 800 | Author Index A B C D E F G H J K |
| 801 | L M N P R S T U V W X Y Z |
| 802 | Subject Index A B C D E F G H I |
| 803 | J L M N O P R S T W |
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