3 resultados para Constrained Local Models, Non-rigid Face Alignment, Active Appearance Models
em Bucknell University Digital Commons - Pensilvania - USA
Resumo:
Changes in resource use over time can provide insight into technological choice and the extent of long-term stability in cultural practices. In this paper we re-evaluate the evidence for a marked demographic shift at the inception of the Early Iron Age at Troy by applying a robust macroscale analysis of changing ceramic resource use over the Late Bronze and Iron Age. We use a combination of new and legacy analytical datasets (NAA and XRF), from excavated ceramics, to evaluate the potential compositional range of local resources (based on comparisons with sediments from within a 10 km site radius). Results show a clear distinction between sediment-defined local and non-local ceramic compositional groups. Two discrete local ceramic resources have been previously identified and we confirm a third local resource for a major class of EIA handmade wares and cooking pots. This third source appears to derive from a residual resource on the Troy peninsula (rather than adjacent alluvial valleys). The presence of a group of large and heavy pithoi among the non-local groups raises questions about their regional or maritime origin. (C) 2012 Elsevier Ltd. All rights reserved.
Resumo:
Soybean lipoxygenase-1 is a model for lipoxygenase activity. While the mechanism of oxygenation is understood, the substrate binding mechanism has not yet been elucidated. Two putative binding mechanisms are the ¿head-first¿ and ¿tail-first¿ models, in which the carboxy-terminus or the methyl terminus of the fatty acid substrate is inserted into the active site while the remainder of the molecule protrudes from the surface, respectively. Previous work has demonstrated that derivatization of fatty acid substrates with D-tryptophan increases active site affinity. It has also been shown that while polyunsaturated fatty acids are the natural substrates of lipoxygenases, monounsaturated fatty acids can be oxygenated at a much slower rate. Starting with a monounsaturated fatty acid, oleic acid, as a platform, the molecule N-oleoyl-D-tryptophan (ODT) was synthesized with the anticipation of it being a potent competitive substrate-analogue inhibitor that could be used to discern the substrate binding mechanism. Inhibition kinetics demonstrated that this molecule functions as a partially competitive inhibitor, through an unknown mechanism. The implication behind partially competitive inhibition is that substrate and inhibitor molecules can bind simultaneously to the enzyme, which alludes to the presence of an allosteric binding domain. To investigate the possibility of an inhibitor binding site on the non-catalytic subunit, limited proteolysis was used to cleave the subunits apart which should have eliminated inhibition. Interestingly, it was observed that at high substrate concentrations the inhibitor was completely ineffective, but at low substrate concentrations the inhibitor maintained its standard efficacy. A satisfactory explanation for these results has not yet been determined.
Resumo:
Cold-formed steel (CFS) combined with wood sheathing, such as oriented strand board (OSB), forms shear walls that can provide lateral resistance to seismic forces. The ability to accurately predict building deformations in damaged states under seismic excitations is a must for modern performance-based seismic design. However, few static or dynamic tests have been conducted on the non-linear behavior of CFS shear walls. Thus, the purpose of this research work is to provide and demonstrate a fastener-based computational model of CFS wall models that incorporates essential nonlinearities that may eventually lead to improvement of the current seismic design requirements. The approach is based on the understanding that complex interaction of the fasteners with the sheathing is an important factor in the non-linear behavior of the shear wall. The computational model consists of beam-column elements for the CFS framing and a rigid diaphragm for the sheathing. The framing and sheathing are connected with non-linear zero-length fastener elements to capture the OSB sheathing damage surrounding the fastener area. Employing computational programs such as OpenSees and MATLAB, 4 ft. x 9 ft., 8 ft. x 9 ft. and 12 ft. x 9 ft. shear wall models are created, and monotonic lateral forces are applied to the computer models. The output data are then compared and analyzed with the available results of physical testing. The results indicate that the OpenSees model can accurately capture the initial stiffness, strength and non-linear behavior of the shear walls.