Traumatic stress exposure during critical periods of development may have essential and long-lasting effects on the physical and mental health of individuals. Two thirds of youth are exposed to potentially traumatic experiences by the age of 17, and approximately 5% of adolescents meet lifetime criteria for posttraumatic stress disorder (PTSD). The role of the stress system is the maintenance of homeostasis in the presence of real/perceived and acute/chronic stressors. Early-life stress (ELS) has an impact on neuronal brain networks involved in stress reactions, and could exert a programming effect on glucocorticoid signaling. Studies on pediatric PTSD reveal diverse neuroendocrine responses to adverse events and related long-term neuroendocrine and epigenetic alterations. Neuroendocrine, neuroimaging, and genetic studies in children with PTSD and ELS experiences are crucial in understanding risk and resilience factors, and also the natural history of PTSD.
This paper addresses the prediction of the median peak floor acceleration (PFA) demand of elastic structures subjected to seismic excitation by means of an adapted response spectrum method. Modal combination is based on a complete quadratic combination (CQC) rule. In contrast to previous studies, in the present contribution closed form solutions for the correlation coefficients and peak factors entering the CQC rule are derived using concepts of normal stationary random vibration theory. A ground motion set, which matches the design response spectrum for a specific site and a target dispersion, is used to define the stochastic base excitation. The response spectrum method is tested for various planar and spatial generic high-rise structures subjected to this particular ground motion set. A comparison of the outcomes with the results of computationally more expensive response history analyses shows the applicability and accuracy of the proposed simplified method.
This chapter uses generic models for the displacement response of multistory buildings to seismic actions to interpret limits on interstory drift and strength reduction factors for the proportioning of lateral force-resisting systems. In the conventional approach, an increase in reinforcement content is assumed to increase strength without affecting stiffness, and hence the slope of the load–displacement curve and associated period are constant. Structural design according to the Eurocodes is based on the use of limit states, which limit values of engineering demand parameters such as stresses, strains, deformations, and drifts experienced by the structure under prescribed loading conditions. Peak interstory drift is determined as the maximum of the absolute values of interstory drift during the analysis. Interstory drifts during dynamic response are influenced to varying degrees by higher modes. The drift limits are applied to drifts determined in both static and dynamic methods of analysis for the design-level ground motion.