Engineering
Reinforced Concrete
100%
Earthquake Engineering
91%
Infill Wall
83%
Lateral Loads
83%
Experimental Work
66%
Test Result
66%
Carbon Fibre Reinforced Polymer
50%
Lap Splice
50%
Reduction Factor
50%
Severe Earthquake
50%
Linear Elastic Model
50%
Rise Building
50%
Theoretical Work
50%
Major Part
50%
Brick Wall
50%
Modulus of Elasticity
50%
Retro-Fitting
50%
Shear Strength
50%
Damping Ratio ζ
50%
Earthquake Load
50%
Mathematical Model
50%
Seismic Behavior
50%
Structural Deficiency
50%
Prone Area
50%
Clay Brick
50%
Selected Number
50%
Load Capacity
41%
Carbon Fibre-Reinforced Polymer Composite
33%
Infilled Frame
33%
Failure Mode
25%
Structural Design
16%
Capacity Mechanism
16%
Failure Mechanism
16%
Constant Vertical Load
16%
Hysteresis Curve
10%
Equivalent Stiffness
10%
Keyphrases
Infill Wall
83%
Infilled RC Frames
66%
Engineering Laboratory
58%
Structural Engineering
58%
Earthquake Engineering
58%
Brick
50%
Carbon Fiber Reinforced Polymer
50%
Structural Partitioning
50%
Low-rise Building
50%
RC Frame
50%
Lateral Capacity
50%
Lap Splice
50%
Reinforced Concrete
41%
Carbon Fiber Reinforced Polymer Composites
33%
Connection Details
33%
Infilled Frame
33%
CFRP Fabrics
33%
Bare Frame
33%
Cyclic Lateral Loading
33%
Old Buildings
25%
Shear Strength
25%
Preventive Measures
25%
Clay Wall
25%
Rehabilitation Assessment
25%
Analytical Work
25%
Early Test
25%
Load Reduction
25%
Complementary Tests
25%
Linear Elastic Model
25%
Dynamic Identification Tests
25%
Retrofitting Methods
25%
Structural Imbalances
25%
Wall Load
25%
Casbah
25%
Rehabilitation Design
25%
Evaluation Stages
25%
Severe Earthquake
25%
Structural Wall
25%
Seismic Behavior
25%
Elastic Modulus
25%
Reduction Factor
25%
Mathematical Model
25%
Earthquake Load
25%
Damping Ratio
25%
Earthquake-prone Areas
25%
Istanbul University
25%
Structural Behavior
16%
Column Reinforcement
16%
Second Stories
16%
Composite Fabric
16%