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Structural Engineering and Mechanics
  Volume 2, Number 3, September 1994 , pages 285-294
DOI: https://doi.org/10.12989/sem.1994.2.3.285
 


Direct Ritz method for random seismic response for non-uniform beams
J.H. Lin, F.W. Williams and P.N. Bennet

 
Abstract
    Based on a fast and accurate method for the stationary random seismic response analysis for discretized structures(Lin 1992, Lin et al. 1992), a Ritz method for dealing with such responses of continuous systems in developed. This method is studied quantitatively, using cantilever shear beams for simplicity and clarity. The process can be naturally extended to deal with various boundary conditions as well as non-uniform Bernouli-Euler beams, or even Timoshenko beams. Algorithms for both proportionally and non-proportionally damped responses are described. For all of such damping cases, it is not necessary to solve for the natural vibrations of the beams. The solution procedure is very simple, and equally efficient for a white or a non-white ground excitation spectrum. Two examples are given where various power spectral density functions, variances, covariances and second spectral moments of displacement, internal force response, and their derivatives are calculated and analyses. Some Ritz solutions are compared with
 
Key Words
    random seismic beam Ritz.
 
Address
Research Institute of Engineering Mechanics, Dalian University of Technology
Dalian, 116023, China
Division of Structural Engineering, University of Wales College of Cardiff, Cardiff CF2 1YF, UK
 

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