Ageing Degradation of Concrete Dams Based on Damage Mechanics Concepts

[1]  Mark G. Stewart,et al.  Structural reliability of concrete bridges including improved chloride-induced corrosion models , 2000 .

[2]  Yasuhiro Mori,et al.  LRFD for assessment of deteriorating existing structures , 2001 .

[3]  H. Westergaard.  Water Pressures on Dams During Earthquakes , 1933 .

[4]  C. Hofmayer,et al.  Degradation assessment of structures and passive components at nuclear power plants , 2004 .

[6]  Nasser Khalili,et al.  Earthquake analysis of gravity dams based on damage mechanics concept , 1996 .

[7]  Giovanni Plizzari.  On the influence of uplift pressure in concrete gravity dams , 1998 .

[8]  Bhushan Lal Karihaloo,et al.  Application of a visco-elastic tension-softening constitutive model to cracked and ageing concrete , 1999 .

[9]  Lotfi A. Zadeh,et al.  Fuzzy Sets , 1996, Inf. Control..

[10]  Michael P. Enright,et al.  Degradation of Reinforced Concrete Structures Under Aggressive Conditions , 1996 .

[11]  Roman Lackner,et al.  Adaptivity in computational mechanics of concrete structures , 2001 .

[12]  R. Tinawi,et al.  An application of damage mechanics for seismic analysis of concrete gravity dams , 1995 .

[13]  Z. Bažant,et al.  Nonlocal Smeared Cracking Model for Concrete Fracture , 1988 .

[14]  E. Oñate,et al.  A plastic-damage model for concrete , 1989 .

[15]  Bruce R. Ellingwood,et al.  Reliability-Based Service-Life Assessment of Aging Concrete Structures , 1993 .

[16]  Bruce R. Ellingwood,et al.  Issues related to structural aging in probabilistic risk assessment of nuclear power plants , 1998 .

[17]  Bruce R. Ellingwood,et al.  Seismic fragility assessment of concrete gravity dams , 2003 .

[18]  Nasser Khalili,et al.  Non‐linear seismic behaviour of concrete gravity dams using coupled finite element–boundary element technique , 1999 .

[19]  Mark Kachanov,et al.  Continuum Model of Medium with Cracks , 1980 .

[20]  Hideyuki Horii,et al.  Computational fracture analysis of concrete gravity dams by crack-embedded elements––toward an engineering evaluation of seismic safety , 2003 .

[21]  Tuan D. Pham,et al.  Fuzzy logic applied to numerical modelling of engineering problems , 1995 .

[22]  Nasser Khalili,et al.  Seismic analysis of arch dams—a continuum damage mechanics approach , 1999 .

[23]  M. Yazdchi,et al.  Seismic Response of Concrete Gravity Dams — A Continuum Damage Mechanics Approach , 1999 .

[24]  Zhang Wohua,et al.  Finite element analysis of anisotropic damage mechanics problems , 1990 .

[25]  Zhang Wohua,et al.  Continuum Damage Mechanics Theory and Application-Part I: Theory , 1998 .

[26]  V. Murti,et al.  The use of quarter point element in dynamic crack analysis , 1986 .

[27]  Bruce R. Ellingwood,et al.  Summary and conclusions of a program addressing aging of nuclear power plant concrete structures , 1999 .

[28]  M. T. Ahmadi,et al.  A discrete crack joint model for nonlinear dynamic analysis of concrete arch dam , 2001 .