Engineering
Infilled Frame
100%
Infill Wall
100%
Models
50%
Contact Length
50%
Lateral Deformation
50%
Strut
50%
Mesoscale
50%
Load Capacity
25%
Estimation
25%
Two Dimensional
25%
Numerical Approach
25%
Proposed Numerical Approach
25%
Parametric Study
25%
Concrete Member
25%
Nonlinear Behavior
25%
Maximum Error
25%
Interaction Region
25%
Crack Propagation
25%
INIS
testing
100%
walls
100%
modeling
100%
reinforced concrete
50%
interactions
50%
deformation
33%
simulation
33%
length
33%
width
16%
levels
16%
parametric analysis
16%
capacity
16%
demand
16%
damage
16%
calibration
16%
crack propagation
16%
nonlinear problems
16%
accuracy
16%
errors
16%
earthquakes
16%
validation
16%