Top Flange Bracing Systems for Box Girders

Through-Thickness Properties of Column Flanges in Welded Moment Connections

Through-Thickness Properties of Column Flanges

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

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

Repair/Retrofit Schemes for Low Rise Steel Moment Frames

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

Bolted Field Splices for Steel Bridges

Characterization of Pultruded FRP Wide-Flange Beams

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

Local Buckling Experiments on Pultruded Composite Beams

Economical Flange Replacements for Built-up Steel Sections

PR Connected Frames in Seismic Zones

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....

Connection of Beam Flange to Concrete-Filled Tubular Column
Research has been carried out on a frame composed of a concrete-filled steel tubular column and H-shaped steel beam with the aim of developing a reasonable connection method. The proposed...

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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