Stability of masonry piers |
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| Authors: | R Frisch-Fay |
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| Institution: | University of New South Wales, Kensington, N.S.W., Australia |
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| Abstract: | An analytical and a matrix displacement approach is utilized to obtain a load-deflection relationship of columns made of a material which can resist little or no tension. The theoretical investigation covers piers subject to eccentric loads. A rigorous solution is presented along with an approximate finite element method involving an incremental, step by step approach. |
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