Hi, is it possible to have these Journals from AISC?
2009 Q2, Q3 and Q4
Current Steel Structures Research (Q2-2009)
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Design of Unstiffened Extended Single-Plate Shear Connections
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Experimental Evaluation of the Influence of Connection Typology on the Behavior of Steel Structures Under Fire
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Shear Behavior of A325 and A490 High-Strength Bolts in Fire and Post-Fire
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Collapse Performance of Low-Ductility Chevron Braced Steel Frames in Moderate Seismic Regions
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Current Steel Structures Research (Q3-2009)
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Estimating Inelastic Drifts and Link Rotation Demands in EBFs
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Experimental Evaluation of Kaiser Bolted Bracket Steel Moment-Resisting Connections
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Experimental Investigation of Fillet-Welded Joints Subjected to Out-of-Plane Eccentric Loads
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Experimental Study of Bolted Connection Strength at Elevated Temperatures
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Composite Action in CFT Components and Connections
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Design of Unsymmetric Members
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Design and Behavior of Multi-Orientation Fillet Weld Connections
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Design Aspects of Single-Angle Members
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Response of Concrete-Filled HSS Columns in Real Fires
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2011 Q1 and Q2
A Simple Stepped-Column Buckling Model and Computer Algorithm
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Analysis and Design of Steel Slit Panel Frames (SSPFs) for Seismic Areas
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Closure: Design and Behavior of Multi-Orientation Fillet Weld Connections
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Current Steel Structures Research (Q1-2011)
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Discussion: Design and Behavior of Multi-Orientation Fillet Weld Connections
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Fillet Weld Design for Rectangular HSS Connections
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Plastic Moment of Intermediate Horizontal Boundary Elements of Steel Plate Shear Walls
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A Yield Line Component Method for Bolted Flange Connections
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Current Steel Structures Research, No. 26
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On the Need for Stiffeners for and the Effect of Lap Eccentricity on Extended Single-Plate Connections
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Performance of the Unified Block Shear Equation for Common Types of Welded Steel Connections
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Strength Design Criteria for Steel Beam-Columns with Fire-Induced Thermal Gradients
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Technical Note: New Z-BREAKSS: Post-tensioned Rocking Connection Detail Free of Beam Growth
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The Development of a New Design Procedure for Conventional Single-Plate Shear Connections
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