Roof Bracing and Effective Length of Columns in One‐Story Industrial Buildings-Reference-Cited by-同舟云学术

Roof Bracing and Effective Length of Columns in One‐Story Industrial Buildings

Published:1990-10 Issue:10 Volume:116 Page:2551-2566
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Rutenberg A.,Scarlat A.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281990%29116%3A10%282551%29

Reference8 articles.

1. Blaszkowiak S. and Kaczkowski Z. (1966). Iterative methods in structural analysis . Pergamon Oxford U.K.

2. Davies J. M. and Bryan E. R. (1982). Manual of stressed skin diaphragm design . Granada London U.K.

3. Design of light gage steel diaphragms . (1967). Amer. Iron and Steel Inst. Washington D.C.

4. Diaphragm action of cellular steel floor roof deck construction (1972). Canadian Sheet Steel Building Inst. Information Bull. No. 3 Mississauga Ont. Canada.

5. Goldberg S. (1958). Introduction to difference equations . John Wiley and Sons New York N.Y.

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