Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Ultimate load design of tall steel building frames allowing for instability
Design of tall, rigidly jointed, steel building frames without wind bracing is considered; design approach is based on simple plastic theory with effects of instability introduced; it is shown that reasonable estimates of side-sway deflection of frame designed by this method may also be obtained; four design examples are given that enable comparison between this and other methods; designs were produced from program written for Pegasus II computer.
Ultimate load design of tall steel building frames allowing for instability
Design of tall, rigidly jointed, steel building frames without wind bracing is considered; design approach is based on simple plastic theory with effects of instability introduced; it is shown that reasonable estimates of side-sway deflection of frame designed by this method may also be obtained; four design examples are given that enable comparison between this and other methods; designs were produced from program written for Pegasus II computer.
Ultimate load design of tall steel building frames allowing for instability
Instn Civ Engrs -- Proc
Holmes, M. (Autor:in) / Gandhi, S.N. (Autor:in)
1965
20 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Stability of tall building frames
| Engineering Index Backfile | 1934
The influence coefficient method of ultimate analysis of tall frames
| British Library Conference Proceedings | 1996
Critical loads of tall building frames
| Engineering Index Backfile | 1955
New floor design reduces load in tall steel building
Engineering Index Backfile | 1923
Drift minimization of tall building frames
| British Library Conference Proceedings | 2002