Composite Special Moment Frames
Wide Flange Beam to Concrete-Filled Steel Column Connections
Prepared by the Composite Construction Committee of the Metals Technical Administrative Committee of the Structural Engineering Institute of ASCEComposite Special Moment Frames: Wide Flange Beam to Concrete-Filled...
Concrete Biaxial Column: Introduction
This chapter introduces the subject of concrete biaxial columns....
Concrete Biaxial Column: Composite Circular Column
This chapter discusses the tabulation of composite circular column data in Microsoft Excel....
Concrete Biaxial Column: Partial Shell
This chapter discusses the tabulation of partial shell data in Microsoft Excel....
Concrete Biaxial Column: Photographs
This chapter includes photographs of concrete biaxial columns....
Slab-Column Moment Shear Transfer
This chapter discusses the tabulation of slab-column moment shear transfer data in Microsoft Excel....
Evaluation of the Geo-Con Vert Wall System
Prepared by the Highway Innovative Technology Evaluation Center (HITEC), a CERF/IIEC Innovation Center This report describes a HITEC evaluation designed...
A Reinforced Concrete Model for Analyzing Inelastic Behavior of RC Members
Post-Peak Cyclic Behavior and Ductility of Reinforced Concrete Columns
Finite Element Analysis of RC Beam-Column Bridge Connections
RC Beam-Column FE Including Bond-Slip
Ductility and Failure Modes of Single Reinforced Concrete Columns
Lattice Model Prediction for Ultimate Deformation of RC Columns Subjected to Cyclic Loading
Localization Issues in Nonlinear Frame Elements
Cyclic Analysis of RC Columns: Macro-Element Approach
Three-Dimensional Shear Failure of RC Columns after Cyclic Loading
Embankment Construction in Soft Soils Using Vibro Concrete Columns (VCC)
Effect of Column-to-Beam Strength Ratio on Seismic Performance of RC Moment Frames
Reinforced concrete (RC) moment frames are often used in building applications. During strong earthquake excitations, such buildings have been subject to soft-story or column sidesway...
The Effect of the Slab on Beam-Column Joint Behavior
The three-dimensional effect of slab interaction on frame behavior has been observed in lateral load tests on beam-column-slab elements....
Cyclic Behavior of Three-Dimensional Partially-Restrained Composite Connections
This paper describes the test of a full-scale, bi-directional, PR composite beam-to-column connection. The PR connection consisted of continuous reinforcement bars across the column and...
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