...) in such plane. The axis of principal stresses σ_{2_B1} forms a δ₁ angle with axis Y₁. Furthermore, this figure also shows radial displacement u_{r_B1} along any radius forming a β angle with reference axis Y₁. Civil engineering Mining Numerical analysis...

... on the nodes chosen randomly. Then each of the distributed ants will perform a tour on the graph by constructing a path according to the node transition rule described next. Optimum design Civil engineering Programming and algorithm theory A large number of algorithms based on numerical linear...

...Mohammad Rezania; Akbar A. Javadi; Orazio Giustolisi Purpose Analysis of many civil engineering phenomena is a complex problem due to the participation of a large number of factors involved. Traditional methods usually suffer from a lack of physical understanding. Furthermore, the simplifying...

... is the non‐vectorial nature of finite rotations. This constraint disappears when rotations are not used as kinematic variables (Park et al., 1995). Finite element Stress Beams Benchmark results Civil engineering © MCB UP Limited 1999 A ten unit‐long cantilever is loaded...