Keyphrases
20th Century
18%
Biaxial
37%
Composite Sample
37%
Composites Durability
18%
Construction Companies
18%
Cultural Heritage
37%
Damage Accumulation
21%
Fatigue Behavior
37%
Fatigue Life
100%
Fatigue Load
87%
Finite Element Analysis
18%
Finite Element Analysis Software
18%
Finite Element Model
18%
FRCM Composites
37%
FRCM Systems
37%
Freeze-thaw Cycles
37%
Freeze-thaw Durability
37%
Glass Fabric
37%
Headed Shear Stud
84%
Headed Stud
74%
High-cycle Loading
46%
Historical Masonry
37%
Historical Timber Buildings
25%
Istanbul
56%
Loading Sequence
18%
Masonry
37%
Numerical Analysis
56%
Push-out Test
28%
Railway Station
37%
Reinforced Elastomers
37%
Seismic Performance
18%
Seismic Response
37%
Serviceability Limit State
21%
Site Observation
18%
Static Strength
37%
Station-based
18%
Strengthening Method
37%
Strengthening System
37%
Structural Members
25%
Structural System
18%
Structural Weakness
18%
Stud
34%
Textile Reinforced
37%
Timber
62%
Timber Beam
37%
Timber Buildings
37%
Timber Structures
74%
Traditional Timber Frame
37%
Turkey
37%
Ultimate Limit State
21%
Engineering
Analytical Study
37%
Assessment Method
37%
Bending Strength
37%
Central Part
12%
Combustibility
18%
Compression Strength
37%
Compressive Strength
37%
Condition Assessment
37%
Critical Point
37%
Damage Accumulation
21%
Damage Assessment
37%
Design Code
18%
Elastomer
37%
Experimental Investigation
31%
Fatigue Behavior
37%
Fatigue Life
100%
Fatigue Loading
87%
Fatigue Resistance
18%
Finite Element Modeling
12%
Freeze Thaw Durability
37%
Gateway
12%
Joints (Structural Components)
37%
Limit State
65%
Linear Damage Accumulation
18%
Loading Cycle
46%
Main Problem
37%
Masonry Structure
18%
Material Loss
37%
Northern Part
12%
Periodic Time
37%
Railway
37%
Reinforced Concrete Structure
18%
Restoration Process
37%
S-N Curve
18%
Sample Matrix
18%
Seismic Performance
12%
Seismic Response
37%
Serviceability
21%
Severe Damage
37%
Shear Studs
93%
Site Investigation
12%
Static Strength
37%
Steel-Concrete Composite Structure
18%
Strengthening System
37%
Stress Range
18%
Structural Member
25%
Structural Problem
12%
Structural System
12%
Tensiles
37%
Thaw Cycle
37%