Behavior of Cyclically Loaded Shear Walls

Ultimate Bearing Capacity of Small Diameter Steel Pipe Piles

Strength Increase in Soft Clay Surrounding Jet Grouted Soil Mass

Evaluation of Axial Compression Behavior of Micropiles

Shear Key Reinforced DSM to Stabilize Excavation Support Walls

Soil Strengthening by Grouting

Mini-Pile Case Histories and a Tensile Load Test on an Instrumented Mini-Pile

Reducing Settlement Risks in Residual Piedmont Soils Using Rammed Aggregate Pier Elements

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...

New Concepts in Structural Strength Assessment for Large Buildings in Fire
This paper presents theoretical descriptions of the key phenomena that govern the behaviour of composite framed structures in fire. These descriptions have been developed in parallel with...

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...

Modeling of Shear Beahvior of RC Bridge Structures

Scenic-Bridge Strengthening (Available in Structural Engineering Special Issue only)
Built in 1937, California's Big Creek Bridge—a double-arch crossing with half-arch side spans—was due for a seismic retrofit. Challenged by the structure's unique...

An Improved Formulation for the Bed Shear Stress in Morphodynamic Simulations

The Determination of Soil Strength for a Stability Analysis

Evaluation of KeySystem I Retaining Wall
Prepared by the Highway Innovative Technology Evaluation Center (HITEC), a CERF Innovation Center. This report describes an evaluation to determine...

Design of Tension Lap Splices in High Strength Concrete

Reinforced High Strength Concrete Slabs Exposed to Impact Loading

Analysis of Joint Shear Failure of High-Strength Reinforced Concrete Interior Beam-to-Column Joint

Aspects of a Computer-Simulation Approach to the Design of HSC





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