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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 civil engineering, we often encounter the material possessing anisotropic characteristic which is difficult to be modelled as most of the finite element modelling were done based on the...
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Due to its fined microstructure, HSC possesses different mechanical properties compared to normal strength concrete. One common characteristic is its increased brittleness. Many approaches have...
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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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