Stability control of pitched-roof frames by allowable member depth-Reference-Cited by-同舟云学术

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Stability control of pitched-roof frames by allowable member depth

Published:1991-01 Issue:4 Volume:18 Page:253-267
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Scholz H.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. A new solution to the snap-through strength of pitched-roof steel frames;Scholz;J. Construct. Steel Res.,1988

2. A re-appraisal of the elastic buckling load of pitched-roof frames;Scholz,1986

3. A parametric study of the sway index for the stability of low-rise pitched-roof portal steel frames;Scholz;Civ. Eng. in S. Africa,1984

4. Snap-through buckling of pitched-roof steel frames—a survey of design code approaches;Scholz,1989

5. Elastic buckling loads of pitched-roof steel frames—an experimental study;Scholz;Civ. Eng. in S. Africa,1986

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Simple nonlinear static analysis of steel portal frame with pitched roof exposed to fire;Structural Engineering and Mechanics;2008-05-10

2. VR = 0,204;Constructional Steel Design;1992-10-07

3. A unified design method for structural systems affected by instability;Journal of Constructional Steel Research;1991-01

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