论文信息 - Efficient application of numerical integration in settlement calculation for iterative coupled analysis of foundation slab interaction - 字舞流文

Efficient application of numerical integration in settlement calculation for iterative coupled analysis of foundation slab interaction

R. Čajka | J. Brožovský | J. Koktan

[1] R. Čajka,et al. Numerical Analyses of Subsoil-structure Interaction in Original Non-commercial Software based on FEM , 2018 .

[2] Amir M. Alani,et al. Structural behaviour and deformation patterns in loaded plain concrete ground‐supported slabs , 2014 .

[3] Radim Čajka,et al. Comparison of the Calculated and Experimentally Measured Values of Settlement and Stress State of Concrete Slab on Subsoil , 2014 .

[4] Wei Chen,et al. Multiple 3D inhomogeneous inclusions in a half space under contact loading , 2011 .

[5] R. Butterfield,et al. BOUNDARY ELEMENT ANALYSIS OF PLATE-SOIL INTERACTION , 1997 .

[6] T. Sankar,et al. On contact problems in an inhomogeneous half-space , 1984 .

[7] Bruce M. Irons,et al. A technique for degenerating brick‐type isoparametric elements using hierarchical midside nodes , 1974 .