A decomposition analysis is used to disaggregate the SAAN into a hierarchical core-bridge-periphery structure.
The connections and passengers between different layers increase, especially those between core and bridge after 1996.
To measure fragmentation, we carried out a morphological spatial pattern analysis (MSPA) which provided a very detailed spatial landscape description (core, islet, bridge, loop, branch and perforation elements).
A finite element model, validated using field test data, has been developed to study the structural behavior of a fiber reinforced polymer (FRP) web core skew bridge superstructure.
This paper devises a genetic algorithm-based optimization procedure to minimize the weight of FRP web core sandwich bridge deck systems.
The structural behavior of a fiber reinforced polymer (FRP) web core skew bridge superstructure is studied in this two-part paper.
Thus, combined with our previous findings [11], [14], RBM44 forms a complex with core intercellular bridge proteins (Figure 6F).
Even with these gains for the flux kernel, with respect to execution time the MIC simply achieves par with optimized compilation on a contemporary multi-core Intel CPU, the 16-core Sandy Bridge E5 2670.
Only very few publications represent the core interface bridging the gap between the two methodological areas.
The carboxylate group (–COO−) of polymers cross-links with a multi-core hydroxyl bridge ligand of Cr III) ions, resulting in a sharp increase in viscosity.
This paper describes the design procedures and the construction process of a glass fiber reinforced polymer (GFRP) corrugated-core sandwich bridge superstructure.
