论文信息 - Influence of effective parameters of non-orthogonal smeared crack approach in seismic response of concrete arch dams - 字舞流文

Influence of effective parameters of non-orthogonal smeared crack approach in seismic response of concrete arch dams

A rigorous and relatively efficient algorithm based on the non-orthogonal smeared crack approach is coded in a special finite element program to study the seismic response of arch dams. The formula...

Vahid Lotfi | Radin Espandar | Ghani Razaqpur

[1] J. Blaauwendraad,et al. Crack Models for Concrete, Discrete or Smeared? Fixed, Multi-Directional or Rotating? , 1989 .

[2] Johan Blaauwendraad,et al. Smeared Crack Approach and Fracture Localization in Concrete , 1985 .

[3] Z. Bažant,et al. Crack band theory for fracture of concrete , 1983 .

[4] R. Borst,et al. Non-orthogonal cracks in a smeared finite element model , 1985 .

[5] Feng Jin,et al. Non-linear seismic response of arch dams with contraction joint opening and joint reinforcements , 2000 .

[6] Fariborz Barzegar,et al. Three-Dimensional Modeling of Concrete Structures. I: Plain Concrete , 1997 .

[7] Miguel Cervera,et al. Nonlinear analysis of reinforced concrete plate and shell structures using 20-noded isoparametric brick elements , 1987 .