GENERAL PRINCIPLES FOR THE STABILITY DESIGN OF METAL STRUCTURES

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Anon

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Civil engineering New York, N.Y. | 1981年 / 51卷 / 02期

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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.

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页码：53 / 56

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