ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

General Principles for the Stability Design of Metal Structures

Serial Information: Civil Engineering—ASCE, 1981, Vol. 51, Issue 2, Pg. 53-56


Document 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

Services: Buy this book/Buy this article

 

Return to search