Theory and Research in Concrete Shell Designby A.M. Haas,
Serial Information: Journal of the Structural Division, 1959, Vol. 85, Issue 4, Pg. 1-22
Document Type: Journal Paper
Shells stated to be membranes having edge disturbances which lead to simplified design procedure especially for shells of double curvature; analogy between shell curved in one direction and beam on elastic foundations provides rapid means by which design may be made; stiffening influence of edges and types of failure; use of small scale inexpensive models; need for further research emphasized.
Subject Headings: Concrete | Foundation design | Plastic design | Elastic foundations | Elastic analysis | Curvature | Membranes | Curved beams
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