Steel Plate Energy Dissipators for a 5-Story Frame

Performance of Steel Framed Buildings in the January 17, 1994 Northridge Earthquake

Use of Slip-Critical Connections in the Design of Lateral Force-Resisting Frames

Beam-to-Column Connections Using High Strength Steel Castings with Improved Weldability

A Balanced Seismic Steel Design Procedure for Strength and Ductility Requirements

Exposed Steel Architecture - Case Studies

Practical Design of Unbraced Moment Frames with Leaning Columns

Rehabilitation Detailing to Prevent Collapse of Precast Buildings Subject to Major Seismic Events

How Long Will It LAst? Condition Assessment of the Building Envelope

Stability PRovisions in the 1993 AISC LRFD Specification

The Application of Partial Restraint Frame Connections in LRFD

Retrofit of RC Building Frames Using Friction Dampers

Seismic Retrofit of Non-Ductile R/C Frame Structures

Seismic Retrofit of Riveted Stiffened Seat Angle Connections

Seismic Performance of Older Steel Frames with PR Connections

Performance of Semi-Rigid Frames

PR Connected Frames in Seismic Zones

Project Structural Peer Review in Massachusetts

Experience with Composite Moment Frames

Future Directions and Needs for Composite Construction

 

 

 

 

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