Affiner les résultats
Type de document
Institution
Collection spécifique
Langue
- Anglais (37)
Auteur
- Buttler, Alexandre (4)
- Lestuzzi, Pierino (4)
- Zhao, J. (4)
- Beyer, K. (3)
- Petry, S. (3)
- Spiegelberger, Thomas (3)
- Beyer, Katrin (2)
- Gavazov, Konstantin (2)
- Huss, Matthias (2)
- Labiouse, Vincent (2)
- Porté-Agel, Fernando (2)
- Schaefli, Bettina (2)
- Thébault, Aurélie (2)
- Wu, W. (2)
- Zhu, J. B. (2)
- Abbruzzese, Jacopo (1)
- Akhtman, Yosef (1)
- Akkar, Sinan (1)
- Arey, J. (1)
- BOU-ZEID, ELIE (1)
- Barawid, Nico (1)
- Bard, P.-Y (1)
- Barla, G. (1)
- Barry, D. (1)
- Basili, Roberto (1)
- Bavay, Mathias (1)
- Beauval, Céline (1)
- Belmouden, Youssef (1)
- Bonvin, Florence (1)
- Bou-Zeid, Elie (1) Plus Moins
Domaine
Mot clé
- Large-eddy simulation (3)
- Seismic attenuation (3)
- Unreinforced masonry (3)
- Body waves (2)
- Climate change (2)
- Displacement capacity (2)
- Hysteretic energy (2)
- Non-linear structural response (2)
- Recorded earthquake (2)
- Seismic analysis (2)
- Wave propagation (2)
- X-ray computed tomography (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)
- $$G_\mathrm{C}$$ 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)
- $$I$$ 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) Plus Moins