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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 65
FINITE ELEMENTS: TECHNIQUES AND DEVELOPMENTS Edited by: B.H.V. Topping
Paper IV.3
Accurate Linear Dynamic Analysis of Structures using Space and Time Adaptivity A. Dutta
Department of Civil Engineering, Indian Institute of Technology, Guwahati, Assam, India A. Dutta, "Accurate Linear Dynamic Analysis of Structures using Space and Time Adaptivity", in B.H.V. Topping, (Editor), "Finite Elements: Techniques and Developments", Civil-Comp Press, Edinburgh, UK, pp 111-115, 2000. doi:10.4203/ccp.65.4.3
Abstract
Presents a method of obtaining accurate response using the
finite element analysis for linear elastodynamic problems
under transient dynamic loading. The accuracy obtained
would depend on the discretization of both space and time.
An integrated method is presented where both space and time
discretization errors are evaluated and iteratively converges
to a solution of desired accuracy through adaptive
refinement. In this paper, we propose to solve the response
using Newmark-beta method. A number of examples are solved
to demonstrate the effectiveness of the procedure.
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