Loughborough University
Leicestershire, UK
LE11 3TU
+44 (0)1509 263171
Loughborough University

Loughborough University Institutional Repository

Please use this identifier to cite or link to this item: https://dspace.lboro.ac.uk/2134/7704

Title: A new modal correction method for linear structures subjected to deterministic and random loadings
Authors: Palmeri, Alessandro
Lombardo, Mariateresa
Keywords: Earthquake engineering
Modal correction
Modal acceleration method (MAM)
Random vibration
Sensitivity analysis
Structural dynamics
Issue Date: 2011
Publisher: © Elsevier
Citation: PALMERI, A. and LOMBARDO, M., 2011. A new modal correction method for linear structures subjected to deterministic and random loadings. Computers and Structures, 89 (11-12), pp. 844-854.
Abstract: In the general framework of linear structural dynamics, modal corrections methods allow improving the accuracy of the response evaluated with a reduced number of modes. Although very often neglected by researchers and practitioners, this correction is particularly important when strains and stresses are computed. Aimed at overcoming the main limitations of existing techniques, a novel dynamic modal acceleration method (DyMAM) is presented and numerically validated. The proposed correction involves a set of additional dummy oscillators, one for each dynamic loading, and can be applied, with a modest computational effort, to discrete and continuous systems under deterministic and random inputs.
Version: Accepted for publication
DOI: 10.1016/j.compstruc.2011.02.020
URI: https://dspace.lboro.ac.uk/2134/7704
Publisher Link: http://dx.doi.org/10.1016/j.compstruc.2011.02.020
ISSN: 0045-7949
Appears in Collections:Published Articles (Civil and Building Engineering)

Files associated with this item:

File Description SizeFormat
alter (2011-01-07).pdf657.57 kBAdobe PDFView/Open

 

SFX Query

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.