Engineering
Reinforced Concrete
100%
Full Scale
53%
Fiber-Reinforced Polymer
50%
Reinforced Plastic
49%
Concrete Buildings
47%
Seismic Performance
41%
Retro-Fitting
41%
Lateral Loads
35%
Axial Load
31%
Test Result
30%
Seismic Retrofit
27%
Strength Concrete
25%
Confined Concrete
25%
Seismic Action
23%
Structural Damage
20%
Concrete Member
20%
Retrofit
18%
Building Stock
15%
Joints (Structural Components)
14%
Reinforced Mortar
14%
Seismic Risk
14%
Lap Splice
14%
Unreinforced Masonry
14%
Carbon Fibre Reinforced Polymer
13%
Lateral Displacement
13%
Axial Stress
13%
Design Code
10%
Loading Rate
9%
Seismic Analysis
9%
Fibre-Reinforced Polymer Composite
9%
Structural System
9%
Structural Performance
9%
Reinforced Cementitious Composite
9%
Steel Fiber
9%
Cost-Benefit Analysis
9%
Site Investigation
9%
Steel Rebar
9%
Carbon Fibre-Reinforced Polymer Composite
9%
Creep Test
8%
Rectangular Cross Section
8%
Mechanical Property
8%
Infill Wall
8%
Structural Design
7%
Tested Specimen
7%
Load Capacity
7%
Concrete Strength
7%
Ground Movement
7%
Stone Masonry
7%
Damage Mechanism
7%
Composite Panel
7%
Keyphrases
Reinforced Concrete Buildings
40%
Reinforced Concrete Column
40%
Seismic Performance
39%
Seismic Retrofit
36%
Fiber Reinforced Polymer
36%
Turkey
35%
Istanbul
30%
Low Strength Concrete
27%
Reversed Cyclic
27%
Existing Buildings
24%
Earthquake
24%
Transverse Reinforcement
23%
Carbon Fiber Reinforced Polymer
22%
Seismic Action
22%
Cyclic Lateral Loading
22%
Axial Behavior
19%
Lower Limb Strength
19%
Concrete Member
19%
Carbon Fiber Reinforced Polymer Sheets
18%
Ductility
18%
Seismic Assessment
16%
Axial Stress
16%
Fiber-reinforced Polymer Composites
15%
Building Stock
15%
Lateral Capacity
14%
Confined Concrete
14%
Turkish Building Code
13%
Seismic Risk
13%
Lateral Displacement
13%
High Axial Load
13%
Carbon Fiber Reinforced Polymer Composites
12%
Polymer Confinement
12%
Seismic Strengthening
12%
Structural Damage
12%
Substandard Buildings
12%
External Confinement
11%
Vertical Load
11%
Fiber-reinforced Polymer Sheet
11%
Reinforced Concrete Frame
11%
Lap Splice
11%
Rectangular Cross-section
10%
Seismic Safety Evaluation
10%
Assessment Methodology
10%
Cross-sectional Aspect Ratio
9%
Loading Time
9%
Fiber-reinforced Mortar
9%
Medium Strength
9%
Defected Ground Structure
9%
Retrofitting Methods
9%
RC Frame
9%