The concentrations of total and protein-unbound plasma cortisol of New World monkeys are higher than those of Old World primates and prosimians. The urinary free-cortisol excretion also is increased markedly. However, there is no physiologic evidence of increased cortisol effect. These findings suggest end-organ resistance to glucocorticoids. This was confirmed by showing that the hypothalamic-pituitary adrenal axis is resistant to suppression by dexamethasone. To study this phenomenon, glucocorticoid receptors were examined in circulating mononuclear leukocytes and cultured skin fibroblasts from both New and Old World species. The receptor content is the same in all species, but the New World monkeys have a markedly decreased binding affinity for dexamethasone. Thus, the resistance of these species to the action of cortisol is due to the decreased binding affinity of the glucocorticoid receptor. This presumed mutation must have occurred after the bifurcation of Old and New World primates (approximately 60 x 10(6) yr ago) and before the diversion of the New World primates from each other (approximately 15 x 10(6) yr ago).
Buried steel pipelines transporting oil and oil products play a vital role in the energy supply chain.Pipelines extend to long distances and thus intercepting tectonic faults, when a seismic area is crossed, is often inevitable and may heavily threat the pipeline integrity.Earthquakes and the associated fault displacements are naturally random events and therefore the imposed large ground displacements on the pipeline have to be considered through a probabilistic perspective.In the present study, a comprehensive seismic risk analysis of buried pipelinefault crossing is presented, consisting of two steps.The first step is the probabilistic assessment of the fault displacement accounting also for the pertinent uncertainties.The second step is the pipeline structural analysis.The transition from the seismological data to the structural analysis is realized through the fault displacement components as the selected vector intensity measure.The outcome of the proposed methodology is the strain hazard curves for both tensile and compressive longitudinal strains.The resulting strain capacities are compared to strain demands from structural codes in order to assess the potential of pipeline failure due to local buckling or tensile fracture.Furthermore, uncertainty and disaggregation results from the fault displacement hazard analysis are presented for the selection of the appropriate deterministic design scenario and the evaluation of the fault displacement hazard parameters.Lastly, the proposed process is a reliable estimation tool for seismic risk assessment of pipelinefault crossing and a decision making tool for route selection and application of preventive measures against the consequences of faulting on pipelines.