The Structural Engineer > Archive > Volume 51 (1973) > Issues > Issue 3 > Forces and Deflexions in Changing Structures
Name of File 3409-51-03.pdf cached at 22/05/2018 16:43:00 - with 9 pages. pdfPath: E:\\CMS\webtest\files\14\1446d77b-4d0e-44b1-89c8-418b30f7b182.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\1446d77b-4d0e-44b1-89c8-418b30f7b182_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 1446d77b-4d0e-44b1-89c8-418b30f7b182_1.png

Members/subscribers must be logged in to view this article

Forces and Deflexions in Changing Structures

Matrix methods are available to analyse structures of any shape. However, when designing a structure, it is often necessary to find out, without further tedious analyses, exactly how the forces and the deflexions throughout the structure change when some or many of its members are either varied or totally removed. K.I. Majid and D.W.C. Elliott

Author(s): Majid, K I;Elliott, D W C

Keywords: loads;matrix methods;deflection;analysis;structures;forecasting;behaviour;worked examples