General Principles for the Stability Design of Metal Structures
Serial Information: Civil Engineering—ASCE, 1981, Vol. 51, Issue 2, Pg. 53-56Document Type: Feature article
Abstract:
The Structural Stability Research Council (SSRC) Technical Memorandum No. 5 is explored; this memorandum includes the general principles that form the bases of various SSRC recommended design criteria. Memorandum No. 5 revises and expands Memorandum No. 1 on the tangent modulus buckling formula for column design. In part two�What's New in Design of Steel Structures��the different approaches of professionals in different countries are compared, and simplification of design specifications is discussed.
Subject Headings: Structural stability | Structural design | Steel structures | Metals (material) | Buckling
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