Structural Surgery
Structural engineers had to transform four existing buildings and two new buildings into a new non-profit center for Jewish history. The buildings were of varying ages and had different...

Top Flange Bracing Systems for Box Girders

Through-Thickness Properties of Column Flanges

Through-Thickness Properties of Column Flanges in Welded Moment Connections

Moment Frame Connection Development and Testing for the City of Hope National Medical Center

Study on Composite Panels Consisting of Cold-Formed Steel Channels and Plywood with Self-Drilling Screws

Repair/Retrofit Schemes for Low Rise Steel Moment Frames

Split-Tee Seismic Connections for CFT Column-WF Beam MRFs

An Overview of Japanese Research on Hybrid Wall System

Cyclic Vulnerability of Beam Top Flange Welded Joints in Existing Steel Moment Frame Connections

Bolted Field Splices for Steel Bridges

Finite Element Modelling of Deep Rolled Wide Flange Beam Subject to Localized Edge Loading - A Case Study

Characterization of Pultruded FRP Wide-Flange Beams

Local Buckling Experiments on Pultruded Composite Beams

Economical Flange Replacements for Built-up Steel Sections

PR Connected Frames in Seismic Zones

The Northridge Fractures: Are We Learning the Right Lessons?
After the Northridge earthquake in January 1994, engineers found problems with special moment-resisting frames. There were multiple facture modes, and typical damage involved primary crack...

Modelling of Extended Endplate Bolted Connections
A methodology based on finite element modelling is examined to study the behaviour of extended endplate bolted connections. ANSYS (Rev. 4.4), a large scale finite element program is used...

Flange Local Buckling and Behavior of I-Sections
A simple kinematic model is proposed to determine the locally buckled shape of the compressive flange plate of I-sections subjected to pure bending or bending combined with axial thrust....

Full-Scale Bridge Test to Monitor Vibrational Signatures
A full-scale highway bridge, in the process of being demolished and replaced was monitored using vibrational techniques in its in-service condition. The bottom flange and web of one fascia...

 

 

 

 

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