Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for computation of wind moments in tall building frames, with satisfactory accuracy in fraction of time required by exact methods; method is dependent upon system of balancing fixed-end moments introduced by H. CROSS; secondary stresses in trusses; introduction of correction moments for balancing shears in irregular frame; wind stresses in tall buildings; effect of column deformation. (See also - (discussions) n 4 Apr p 692-707, n 5 May p 885-93 and n 7 Sept p 1192-4)
Method for computation of wind moments in tall building frames, with satisfactory accuracy in fraction of time required by exact methods; method is dependent upon system of balancing fixed-end moments introduced by H. CROSS; secondary stresses in trusses; introduction of correction moments for balancing shears in irregular frame; wind stresses in tall buildings; effect of column deformation. (See also - (discussions) n 4 Apr p 692-707, n 5 May p 885-93 and n 7 Sept p 1192-4)
Wind stress analysis simplified
Am Soc Civ Engrs -- Proc
Grinter, L.E. (Autor:in)
1933
25 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Wind Stress Analysis Simplified
ASCE | 2021
|Wind stress analysis simplified
Engineering Index Backfile | 1934
|Wind stress analysis simplified
Engineering Index Backfile | 1934
|Simplified wind-stress analysis of tall buildings
Engineering Index Backfile | 1940
|Simplified Wind-Stress Analysis of Tall Buildings
ASCE | 2021
|