New Shear Stud Provisions for Composite Beam Design
The 2005 American Institute of Steel Construction (AISC) Specification for Structural Steel Buildings (AISC 2005) will contain significant changes to the shear connector provisions for...

Measured versus Computed Stresses in a Curved Steel Bridge

Tubular Steel Walls for Residential Construction

A New Shear Stud Connector Proposal

Shear Connection in Composite Beams - Influence of Steel Deck Shape

The Shear Resistance of Headed Studs Used with Profiled Steel Sheeting

Shrinkage and Flexural Tests of a Full-Scale Composite Truss

Non-Headed Studs as Shear Connectors for CFST Columns

Generator Field Pole Structural Analysis and Testing

'Super-Element' to Represent the Behavior of Architectural Stud Partition Walls

Cyclical Behavior of Welded Steel Shear Studs
Four specimens of composite steel and concrete beams were experimentally tested to obtain the cyclical behavior of the welded steel shear stud. This information may be used for the analysis...

The Connecting Method of Steel and Concrete Using Long Deformed Bar Studs
A new welding technique for long horizontal studs of 19 mm and 22 mm diameters was established. The transmission of shearing and bending forces was evaluated using large model tests. Actual...

Composite Beams with Headed Studs in Narrow Ribbed Metal Deck
This paper presents the results of sixteen push-out tests conducted to study the behavior of headed stud connectors in composite beams with narrow ribbed metal deck placed parallel to...

Construction of Composite Floor Systems in Buildings

Composite Beams with Perpendicular Ribbed Metal Deck

Behavior of Long-Span Composite Joists

Analysis of Masonry Veneer and Steel Stud Walls

Composite Slab with Stud Restraint

Effect of Boundary Conditions on Stud Connector Forces in Composite Systems

Analysis of Sheathed Wood-Stud Walls

 

 

 

 

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