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Dokumententyp
Institution
Spezialsammlung
Sprache
- Englisch (64)
Autor
- Ratiu, T. (7)
- Smolyanov, O. (4)
- Ratiu, Tudor (3)
- Zhao, J. (3)
- Felikson, Anna (2)
- Gay-Balmaz, François (2)
- Gough, J. (2)
- Gritsev, Vladimir (2)
- Hiptmair, R. (2)
- Kammer, David (2)
- Karlin, Ilya (2)
- Li, J. C. (2)
- Ma, G. W. (2)
- Molinari, Jean-François (2)
- Shafarevich, A. (2)
- Tumarkin, Pavel (2)
- ANCEY, C. (1)
- Abou-Salem, Walid (1)
- Agoshkov, V. I. (1)
- Baeriswyl, Dionys (1)
- Barla, G. (1)
- Barone-Adesi, Giovanni (1)
- Barras, Fabian (1)
- Bayer, E. (1)
- Ben Hamidane, Hisham (1)
- Bitkov, K. (1)
- Borisov, Vitaliy B. (1)
- Bubeck, T. (1)
- Buffat, Philippe (1)
- Burjánek, Jan (1) Mehr Weniger
Fachgebiet
Schlagwort
- Wave propagation (3)
- Arbitrage (2)
- Body waves (2)
- Contact mechanics (2)
- Seismic attenuation (2)
- Yan theorem (2)
- free lunch (2)
- fundamental theorem of asset pricing (2)
- $$A_\mathrm{B}$$ A B : The cross-sectional area of the bar (1)
- $$A_\mathrm{I} (v)$$ A I ( v ) : The function of dynamic fracture (1)
- $$A_\mathrm{S}$$ A S : The cross-sectional area of fracture surface (1)
- $$C_\mathrm{B}$$ C B : Longitudinal wave speed of the bar (1)
- $$C_\mathrm{L}$$ C L : Longitudinal wave speed (1)
- $$C_\mathrm{R}$$ C R : Rayleigh wave speed (1)
- $$C_\mathrm{S}$$ C S : Shear wave speed (1)
- $$D$$ D : Fractal dimensions (1)
- $$E$$ E : Elastic modulus (1)
- $$E_\mathrm{B}$$ E B : Young's modulus of the bar (1)
- $$F_\mathrm {n}$$ F n : Normal force between colliding particles (N) (1)
- $$F_\mathrm {t}$$ F t : Tangential force between colliding particles (N) (1)
- $$G_\mathrm{C}$$ G C : Quasi-static fracture energy (1)
- $$G_\mathrm{d} (t,v)$$ G d ( t , v ) : Dynamic energy release rate (1)
- $$G_{\mathrm{dC}}$$ G dC : Dynamic fracture energy (1)
- $$H$$ H : Height of domino (m) (1)
- $$I$$ I : The moment of inertia (1)
- $$K_\mathrm{I}, \, K_\mathrm{I}^{\mathrm{dyn}} (t,v)$$ K I , K I dyn ( t , v ) : Quasi-static, dynamic stress intensity factor (1)
- $$K_{\mathrm{IC}}$$ K IC : Fracture toughness (1)
- $$K_{\mathrm{IIC}}, K_{\mathrm{IId}}$$ K IIC , K IId : Mode II quasi-static, dynamic fracture toughness (1)
- $$K_{\mathrm{Id}}, K_{\mathrm{ID}}$$ K Id , K ID : Mode I dynamic crack initiation, growth toughness (1)
- $$N(\xi )$$ N ( ξ ) : The total number of covering box (1) Mehr Weniger