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While the scan data obtained from TLS represent the as-built condition of an element, a Building Information Modeling (BIM) model stores the as-design condition of the element.
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"Sometimes, when you look at these old restored films from the early '30s, depending on the condition of the elements, they look as if they were shot yesterday," Scorsese adds.
These shape functions offer the possibility to express the equivalent nodal forces for any arbitrary transverse loads, and are further extended to obtain the equivalent nodal forces relating to the effect of the initial curvature without affecting the boundary conditions of the element.
where is the weighting for the distance between node and that corresponds to element (i, j) in both the matrices and D. The condition of denotes the elements in the upper triangle of the symmetrical matrices.
The numerical and experimental cooling curves were converged to correctly describe the convective cooling condition of the finite element analyses.
The dynamic displacement condition of the beam element is exists xi in left[ {begin{array}{*{20}c} 0 & l end{array} } right]:u_{i} left( {xi,t} right) > 0 {text{and}};u_{i} left( {xi,;t} right) < 0. (16).
Then, the dynamic displacement condition of the beam element may be expressed as forall xi in left[ {begin{array}{*{20}c} 0 & l end{array} } right]:u_{i} left( {xi,t} right) ge 0. (14) Open image in new window Fig. 4 Full-unbonded contact beam element.
This function depends highly on the condition of the piezoelectric elements and on the wires within the transducer.
The results of the aggregated indicators also showed lower or higher dependencies between the coverage and the use of the area in landscape parks and the condition of particular elements of the environment and the landscape.
The shape functions of the beam element are formulated by solving the homogeneous Euler Lagrangian equations with corresponding boundary conditions of the beam element.
A new numerical simulation method for the fully grouted bolt, considering the multiple yield failure conditions of the anchoring element, was also proposed.
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Justyna Jupowicz-Kozak
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