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Simple slenderness limits to control instability in plasticity-designed sway frames

  • Published:1990-01 Issue:2 Volume:16 Page:135-151
  • 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

Reference13 articles.

1. Structural Use of Steelwork in Building;British Standards Institution,1985

2. First-order plastic design of single-storey, pinned-base frames;Anderson;Document 89/ of ECCS Working Group TWG 8.1/8.2,1989

3. Evolution of an approximate analysis technique for unbraced steel frames;Scholz;The Civil Engineer in South Africa,1984

4. Simplified interaction method for sway frames;Scholz;J. Struct. Div., ASCE,1984

5. A new multi-curve interaction version of the Merchant-Rankine approach;Scholz,1983

Cited by 5 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. Stability and plastic design of RC sway frames;Magazine of Concrete Research;1993-03

2. Stability control of pitched-roof frames by allowable member depth;Journal of Constructional Steel Research;1991-01

3. Plastic design of sway frames with semi-rigid connections using allowable slenderness ratios;Journal of Constructional Steel Research;1991-01

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

5. A contribution to the assessment of ductility in plastically designed sway frames;Journal of Constructional Steel Research;1991-01
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