A platform for research: civil engineering, architecture and urbanism
Problem refers to symmetrically shaped and symmetrically loaded frame; floors may be of different heights and beam and column sections may change from floor to floor; how sway critical load of any symmetrical single bay frame may be obtained.
Problem refers to symmetrically shaped and symmetrically loaded frame; floors may be of different heights and beam and column sections may change from floor to floor; how sway critical load of any symmetrical single bay frame may be obtained.
Critical loads of tall building frames
Structural Engr
Merchant, W. (author)
Structural Engineer ; 33
1955
6 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Stability of tall building frames
Engineering Index Backfile | 1934
|Drift minimization of tall building frames
British Library Conference Proceedings | 2002
|Critical loads of plane frames
Engineering Index Backfile | 1964
|The design of tall building frames to resist wind
Engineering Index Backfile | 1929
|The design of tall building frames to resist wind
Engineering Index Backfile | 1928
|