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A platform for research: civil engineering, architecture and urbanism
Design and stability considerations for unique Pier
Design of Pier 40 in New York City; method of analysis of stability of pier when subjected to lateral impact; pier is 800 ft sq with 140 ft finger projection and has Burtoning system for handling cargo; concrete structure is supported on steel bearing piles driven to rock and designed for total compressive force of 105 tons; provided with cathodic protection system for main deck, second deck, and roof deck.
Design and stability considerations for unique Pier
Design of Pier 40 in New York City; method of analysis of stability of pier when subjected to lateral impact; pier is 800 ft sq with 140 ft finger projection and has Burtoning system for handling cargo; concrete structure is supported on steel bearing piles driven to rock and designed for total compressive force of 105 tons; provided with cathodic protection system for main deck, second deck, and roof deck.
Design and stability considerations for unique Pier
ASCE -- Proc (J Waterways Harbors Div)
Michalos, J. (author) / Billington, D.P. (author)
1961
13 pages
Article (Journal)
English
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