Lattice Model Prediction for Ultimate Deformation of RC Columns Subjected to Cyclic Loading

Response Analysis of Reinforced Concrete Frames in Railroad Viaducts Damaged by the Hyogo-Ken-Nanbu Earthquake

Cyclic Analysis of RC Columns: Macro-Element Approach

Size Effect in Shear Strength of RC Beams: Experiment, FE Analysis, and Design Formula

Transverse Reinforcement Requirements for Reinforced Concrete Columns Subjected to Ielastic Shear Reversals: A Summary of Two Different Approaches

Three-Dimensional Shear Failure of RC Columns after Cyclic Loading

Behavior of Cyclically Loaded Shear Walls

Relationship between Bond and Splitting Force of Deformed Bars with Various Surface Deformations

Shear Key Reinforced DSM to Stabilize Excavation Support Walls

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

High Performance Dampers for Bridges
A multi-disciplinary research study investigates the use of shape memory alloys as seismic dampers in bridges. Shape memory alloys are a class of alloys that display several unique characteristics,...

Liner Lessons
The County Sanitation Districts of Los Angeles County comprise 25 independent special districts that cover a service area of approximately 770 sq mi (1,990 km²). Since the early 1990s...

Inside Job
River Mill Dam is a large Ambursen (buttress type) dam constructed in 1911 on the Clackamas River in Oregon. The preliminary and final design phase of the seismic upgrade project coincided...

An Improved Formulation for the Bed Shear Stress in Morphodynamic Simulations

The Determination of Soil Strength for a Stability Analysis

Building Code Requirements for Masonry Structures (ACI 530-99/ ASCE 5-99/TMS 402-99), Specification for Masonry Structures (ACI 530.1-99/ ASCE 6-99/TMS 602-99), Commentary on Building Code Requirements for Masonry Structures, Commentary on Specification for Masonry Structures
Building Code Requirements for Masonry Structures (ACI 530-99/ASCE 5-99/TMS 402-99), Specification for Masonry Structures (ACI 530.1-99/ASCE 6-99/TMS 602-99), Commentary on Building Code...

Monitoring the Fresh Kills Landfill (Available in the Geoenvironmental Special Section only)
A unique system has been developed to assess the stability of the Fresh Kills Landfill, in New York City, using more than 260 geotechnical instruments and automatic processes. The system...

Verdict Rendered
After the Grays Harbor County Courthouse in Montesano, Washington, was severely damaged by an earthquake in 1999, the surrounding community decided to preserve it. A design/build approach...

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

Shear Strength of HPC I-Girders





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