'Super-Element' to Represent the Behavior of Architectural Stud Partition Walls

Improving Design in Composite Thin-Walled Columns

A Multimedia Expert System for Slurry Wall Construction

Reliability Analysis of Masonry Walls

Reliability Assessment Methodology for Sliding Stability of Gravity Structures

Lateral Earth Pressures on Deep Braced Walls

Pile Wall Cuts Off Seepage (Available only in Geo/Environmental Special Issue)
An unusual cutoff wall constructed by the secant pile method succeeded in drying up seepage through the permeable strata below a saddle dam at Beaver Dam in Arkansas, owned by the U.S....

An Innovative Plastic Housing System

Design of Sheet Pile Walls
Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers, No. 15 From foundation exploration and testing procedures...

Blast Wall Bravura
Since the 1988 disaster on the Piper Alpha platform in the North Sea, which claimed 165 lives, legislation in the United Kingdom has required the operators of offshore installations to...

Guidelines for Evaluating the Performance of Highway Sound Barriers
Prepared by the Highway Innovative Technology Evaluation Center, a CERF Service Center. This report presents the HITEC evaluation plan for U.S. Gypsum's...

Active Vibration Control of Double Wall Composite Shells to Random Inputs

On the Relationship between Net-Momentum Fluxes and Wall-Normal Velocity Fluctuations

The Kobe Earthquake: Performance of Engineered Buildings

Prefabricated Concrete Walls. Influence of Prestressload on Vertical Joints

Response of Building Systems with Rocking Piers and Flexible Diaphragms

Strengthening Concrete Block Walls Using Carbon Fiber

Seismic Pressures Against Rigid Walls

Bank Protection Toe-Downs and Local Pier Scour
The zone-of-influence for pier scour may impact bank protection toe-down depths. Countermeasures were required at a site along the Salt River in Phoenix, Arizona when the alignment of...

Rotation of Large Gravity Walls on Rigid Foundations under Seismic Loading

 

 

 

 

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