A multiscale approach for the seismic analysis of concrete gravity dams
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[1] H. P. Rossmanith,et al. SIMULATION OF CRACKING IN LARGE ARCH DAM: PART I , 1989 .
[2] Y. Fishman,et al. Stability of concrete retaining structures and their interface with rock foundations , 2009 .
[3] A. Carpinteri. Scaling laws and renormalization groups for strength and toughness of disordered materials , 1994 .
[4] Fabrizio Barpi,et al. Numerical Simulation of Prenotched Gravity Dam Models , 2000 .
[5] Anthony R. Ingraffea,et al. Case studies of simulation of fracture in concrete dams , 1990 .
[6] Alberto Carpinteri,et al. Multifractal nature of concrete fracture surfaces and size effects on nominal fracture energy , 1995 .
[7] Franco Braga,et al. Seismic Analysis of Concrete Gravity Dams: Nonlinear Fracture Mechanics Models and Size-Scale Effects , 2011 .
[8] Marco Paggi,et al. Contact conductance of rough surfaces composed of modified RMD patches , 2011 .
[9] Nick Barton,et al. Experimental studies of scale effects on the shear behaviour of rock joints , 1981 .
[10] P. Wriggers. Computational contact mechanics , 2012 .
[11] Bernhard A. Schrefler,et al. A Contact Formulation for Electrical and Mechanical Resistance , 2002 .
[12] Silvio Valente,et al. Experimental and Numerical Fracture Modelling of a Gravity Dam , 1994, SP-143: New Experimental Techniques for Evaluating Concrete Material & Structural Performance.
[13] Giuseppe Andrea Ferro,et al. On dissipated energy density in compression for concrete , 2006 .
[14] P. Panagiotopoulos. Inequality problems in mechanics and applications , 1985 .
[15] Angelo Masi,et al. Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed versus code provision values , 2011 .
[16] V. Saouma,et al. A fracture mechanics based seismic analysis of concrete gravity dams using discrete cracks , 1990 .
[17] Mohsen Ghaemian,et al. Large-scale testing on specific fracture energy determination of dam concrete , 2006 .
[18] Philippe H. Geubelle,et al. Comparative analysis of extrinsic and intrinsic cohesive models of dynamic fracture , 2003 .
[19] O. A. Pekau,et al. Seismic fracture analysis of concrete gravity dams based on nonlinear fracture mechanics , 2000 .
[20] T. Siegmund,et al. An irreversible cohesive zone model for interface fatigue crack growth simulation , 2003 .
[21] Alberto Carpinteri,et al. Size effects on tensile fracture properties: a unified explanation based on disorder and fractality of concrete microstructure , 1994 .
[22] Martin Z. Bazant,et al. Scaling of strength and lifetime probability distributions of quasibrittle structures based on atomistic fracture mechanics , 2009, Proceedings of the National Academy of Sciences.
[23] M. Jirásek,et al. ANALYSIS OF ROTATING CRACK MODEL , 1998 .
[24] J. Kishen,et al. Fracture of cold jointed concrete interfaces , 2007 .
[25] Marco Paggi,et al. Modelling fatigue in quasi-brittle materials with incomplete self-similarity concepts , 2011 .
[26] Alberto Corigliano,et al. Numerical analysis of rate-dependent dynamic composite delamination , 2006 .
[27] Alberto Carpinteri,et al. A unified interface constitutive law for the study of fracture and contact problems in heterogeneous materials , 2006 .
[28] A. Carpinteri,et al. Size-Scale Effects on Strength, Friction and Fracture Energy of Faults: A Unified Interpretation According to Fractal Geometry , 2008 .
[29] P. Geubelle,et al. Impact-induced delamination of composites: A 2D simulation , 1998 .
[30] Alberto Carpinteri,et al. The effect of contact on the decohesion of laminated beams with multiple microcracks , 2008 .
[31] G. Giuseppetti,et al. Advanced dam analysis , 1990 .
[32] N. Pal. Seismic Cracking of Concrete Gravity Dams , 1976 .