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Engineering Considerations for Lift-Slab Construction
Zallen, Rubin M., Peraza, David B.
€ 58.93
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Description for Engineering Considerations for Lift-Slab Construction
Paperback. Addresses engineering requirements for lift-slab construction and presents recommendations to engineers, architects, and lift-slab contractors for its safe use. Included are: concepts and details of various lift-slab systems; theories on the cause of the L' ambiance plaza collapse; discussions on other failures and problems; and more. Num Pages: 80 pages, illustrations. BIC Classification: TNC. Category: (P) Professional & Vocational; (UP) Postgraduate, Research & Scholarly; (UU) Undergraduate. .
In 1987, the collapse of L' Ambiance Plaza in Bridgeport, Connecticut demonstrated the need to re-evaluate the engineering of lift-slab construction and determine what is needed to make it safe. This re-evaluation was made by The Task Committee on Lift-Slab Construction of the Technical Council on Forensic Engineering of the American Society of Civil Engineers. ""Engineering Considerations for Lift-Slab Construction"" is based on the work of the task committee; it addresses engineering requirements for lift-slab construction and presents recommendations to engineers, architects, and lift-slab contractors for its safe use. Included are: concepts and details of various lift-slab systems; theories on the cause of the l' ambiance plaza collapse; discussions on other failures and problems; considerations and recommendations for lifting collars and lifting equipment; considerations and recommendations for stability; recommendations for construction loads; discussions and recommendations for preventing progressive collapse; and considerations for planning and execution of lift-slab projects.
Product Details
Format
Paperback
Publication date
2003
Publisher
Amer Society of Civil Engineers
Condition
New
Number of Pages
80
Place of Publication
Reston, United States
ISBN
9780784407059
SKU
V9780784407059
Shipping Time
Usually ships in 7 to 11 working days
Ref
99-1
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