A platform for research: civil engineering, architecture and urbanism
Thirty-four 3-, 5-, and 7-story models were tested as plane frames, free to sway, in order to investigate effects of frame instability on collapse load; models were constructed of mild steel 1/4 in. wide having thickness ranging from 0.198 to 0.250 in.; results tabulated and compared with simple plastic-collapse loads and elastic critical loads.
Thirty-four 3-, 5-, and 7-story models were tested as plane frames, free to sway, in order to investigate effects of frame instability on collapse load; models were constructed of mild steel 1/4 in. wide having thickness ranging from 0.198 to 0.250 in.; results tabulated and compared with simple plastic-collapse loads and elastic critical loads.
Some model tests on multi-storey rigid steel frames
Instn Civ Engrs -- Proc
Low, M.W. (author)
1959
12 pages
2 Plates
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Failure Tests of Two-storey Steel Frames
British Library Conference Proceedings | 1998
|Design of unbraced multi-storey steel frames
Elsevier | 2006
|Design of unbraced multi-storey steel frames
British Library Conference Proceedings | 2006
|Experimental Behaviour of Multi-Storey Steel Frames
Online Contents | 1994
|