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
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...
Local Buckling of Pultruded FRP Beams: Theory and Experiment
A continuing experimental and theoretical investigation of the local compression flange buckling of commercially produced pultruded fiber-reinforced plastic (FRP) beams is briefly described...
Prestressed Concrete Failures Due to Uplift
The paper presents some examples of prestressed concrete DOUBLE-TEE (DT) failures caused by hurricane Andrew. The DT's failures was mainly due to the negative moment created by uplift....
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....
Connections of Concrete Filled Steel Beams
The concrete between the steel flanges of composite beams leads to problems in the connection area. To solve these problems four new types of beam-girder and beam-column connections are...
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