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In the analysis of a slender column, we normally adopt the conventional newmark's procedure as it is simple and quite straight forward. However, this numerical model is dealing with the slender...
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In the structural analysis of slender column, we normally encounter problem in determining the end-restrained condition of the column. What is the most distinct difference between pinned end...
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In the analysis of slender column subjected to eccentric loading, normally iterative method like one proposed by Newmark (1943) and cranston (1979) is adopted. We used to develop our own matlab...
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