0000000000480481
AUTHOR
O. Fischer
Persönlichkeitsfaktoren als Risiko- und Krankheitsindikatoren der unipolaren Depression
Pramorbiden Personlichkeitszugen wird in vielen Modellvorstellungen zur Atiologie affektiver Storungen eine zentrale Rolle zugewiesen. Die klassischen Bezugspunkte sind die psychoanalytische Theorie (Abraham 1925) und die Konstitutionstypologie (Kretschmer 1921); diese Ansatze sind in den vergangenen Jahrzehnten in vielfaltiger Weise fortentwickelt worden (vgl. die Ubersichtsarbeiten von Akiskal et al. 1983; von Zerssen 1982; Tolle 1987). Bestimmten Personlichkeitszugen bzw. Personlichkeitstypen wird dabei entweder die Rolle eines a) Risikofaktors, der uber ein theoriespezifisches pathogenetisches Bindeglied mit dem Auftreten der Erkrankung in Verbindung gebracht wird, oder b) die Rolle ein…
The Large Hadron–Electron Collider at the HL-LHC
The Large Hadron-Electron Collider (LHeC) is designed to move the field of deep inelastic scattering (DIS) to the energy and intensity frontier of particle physics. Exploiting energy-recovery technology, it collides a novel, intense electron beam with a proton or ion beam from the High-Luminosity Large Hadron Collider (HL-LHC). The accelerator and interaction region are designed for concurrent electron-proton and proton-proton operations. This report represents an update to the LHeC's conceptual design report (CDR), published in 2012. It comprises new results on the parton structure of the proton and heavier nuclei, QCD dynamics, and electroweak and top-quark physics. It is shown how the LH…
COMPRESSIVE BEHAVIOR OF CONCRETE COLUMNS AXIALLYLOADED BEFORE CFRP-WRAPPING. REMARKS BY EXPERIMENTALNUMERICAL INVESTIGATION
Strengthening of existing concrete columns with Fiber Reinforced Polymers (FRP) results generally in a satisfactory structural member improvement in terms of load and strain capacity. A reliable prediction of the capacity obtained by these reinforcement strategies requests a proper knowledge of the load-strain response of the confined concrete elements. However, so far, the available design methods and technical codes do not consider the effect of the possible presence of service loads at the moment of application of the reinforcement, and therefore, the compressive behavior of the concrete confined under preload is still unclear. In this paper, the effect of sustained loads on the compress…