Stress Analysis of the Liner and Liner Anchorage System Near Penetrations in a Reinforced Concrete Reactor Containment
An overpressurization experiment was conducted on a scale-model of a reinforced concrete containment building. The test was terminated when tears formed in the steel liner. Virtually all...
New Parallel Wire Bundle for Cable-Stayed Bridges
A parallel wire bundle is described which is twisted with a long lay length. It is corrosion protected by an inner fill and outer coating of polyurethane. It presents a specially shaped,...
Reliability Analysis of Single-Headed Anchor Bolts
Several design equations for predicting the capacity of single-headed anchor bolts embedded in plain concrete have been recommended in the United States. The capacities predicted by these...
Anchorage Forces for Z-Purlin Supported Standing Seam Roof Systems
This paper presents the results of a limited study to determine if the provisions of Section D. 3. 2. 1 'Anchorage Bracing for Roof Systems Under Load with Top Flange Connected...
Anchorage Taps Eklutna Lake for New Water Supply
The 170 million Eklutna Water Project will furnish water to Anchorage, Alaska by the summer of 1988. The project consists of an 8,500-foot long diversion tunnel, 6 miles of 54 to 60-inch...
Water Treatment Facility Design for a Glacial Lake
The Municipality of Anchorage, Alaska has undertaken a major water supply project, the Eklutna Water Project, to satisfy the growing water demands of Anchorage. The source of raw water,...
Transit Scheduling With Spreadsheets
In two years, the Anchorage Transit Department has gone from having no microcomputers in use to having ten being used for route scheduling, monitoring ridership figures, maintenance management,...
Anchorage Wetlands Management Plan
Field Installation of Concrete Anchorage Systems
Testing Anchorage to Concrete
Effect of Plate Flexibility on Design of Expansion Anchored Base Plates
Coastal Management Planning in Anchorage, Alaska
A Water District's Earthquake Program
Anchorage Port Survives Nature
Engineering at the Port of Anchorage was complicated by severe ice conditions, extreme tides, a current up to 5 knots which carries a severe ice floe, and poor foundation conditions at...
Pullout Resistance of Horizontal Anchors
Holding Capacity of Direct Embedment Anchors
The Turnagain Heights Landslide, Anchorage, Alaska
Moment-Rotation Characteristics of Column Anchorages
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