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ali fraza pojavi v podobnem stavčnem kontekstu kot "hysteretic".
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V okviru izdelanih študij uporabimo histerezna pravila materiala hysteretic (angl.
Uporabljen material je hysteretic, ki omogoča simulacijo globalnega obnašanja zidanih konstrukcij.
Pri histereznem dušenju (angl. hysteretic damping) se energija disipira v materialu samem.
Hysteretic response of strengthened west wall (displacements at the top of the ground building).
Hysteretic response of strengthened east wall (displacements at the top of the ground building).
Hysteretic response of east wall (displacements at the top of the building).
Zaporedno nato vežemo še histerezni model Hysteretic, s katerim opišemo neelastično obnašanje ploščice oziroma kanalov po zagozdenju.
V nadaljevanju prikazujemo ( slike 5.43 a – 5.43 m ) posamezna pravila ( angl. hysteretic rules ) oziroma sosledje pravil ( zgodovino obremenjevanja ) za drugi tip histereznih pravil ( VertSpringType2 ) .
V nadaljevanju prikazujemo (slike 5.43a - 5.43m) posamezna pravila (angl. hysteretic rules) oziroma sosledje pravil (zgodovino obremenjevanja) za drugi tip histereznih pravil (VertSpringType2).
Figure 5.112: Hysteretic energy dissipation of a single cycle with parameters of equivalent viscous damping coefficient ξE.
Chang in Mander 1994b) predlagali tudi uporabo gladkih histereznih ovojnic (angl. smooth hysteretic model).
Figure 5.35: Hysteretic out-of-plane force - mid-span displacement ratio (left) and stiffness degradation (right) for the non-structural wall specimen YT-3.
Figure 5.33: Hysteretic out-of-plane force - mid-span displacement (left) and stiffness degradation (right) ratio for the non-structural wall specimen YT-2.
Figure 5.31: Hysteretic out-of-plane force - mid-span displacement ratio (left) and stiffness degradation (right) for the non-structural wall specimen YT-1.
Figure 5.26: Hysteretic out-of-plane force - mid-span displacement ratio (left) and stiffness degradation (right) for the non-structural wall specimen NF-3.
Figure 5.24: Hysteretic out-of-plane force - mid-span displacement ratio (left) and stiffness degradation (right) for the non-structural wall specimen NF-2.
Figure 5.22: Hysteretic out-of-plane force - mid-span displacement ratio (left) and stiffness degradation (right) for the non-structural wall specimen NF-1.
Hysteretic stage-discharge relation for the event on 18. 3. 2013 from 19:05 until 20:55.
Figure 5.9: Hysteretic response of a single fiber in axial direction.
Hysteretic stage-discharge relation for the event on 26. 12. 2012 from 14:15 until 22:30.