Engineering
Column Connection
100%
Experimental Investigation
85%
Slab Track
85%
Precast Concrete
85%
Axial Force
78%
Shear Force
78%
Joints (Structural Components)
64%
Full Scale
62%
Bending Moment
57%
Numerical Model
57%
Energy Dissipation
50%
Increasing Demand
44%
Cast-in-Place
42%
Shear Connector
42%
Final Design
42%
Joining
42%
Fastening System
42%
Polyurethan
42%
Plastic Deformation
42%
Buckling Behavior
42%
Sandwich Panel
42%
Foam Core
42%
Test Result
42%
Cyclic Loading
42%
Monotonic Loading
42%
Reinforced Concrete Structure
42%
Concrete Structure
42%
End Connection
42%
Railway
25%
Plane Stiffness
24%
Column Joint
21%
Structural System
21%
Loading Direction
21%
Sheet Thickness
21%
Past Decade
21%
Structural Element
21%
Prefabrication
21%
Preliminary Design
21%
Lateral Loads
21%
Steel Jacket
21%
Seismic Performance
21%
Development Process
21%
Special Attention
21%
Rail Track
17%
Concrete Sleeper
17%
Prestressed Concrete
17%
Deadweight
14%
Precast Construction
14%
Interface Condition
14%
Composite Section
14%
Keyphrases
Slab Track
85%
Mechanical Connectors
85%
Energy Dissipative
42%
Precast Hollow-core Slab
42%
Mechanical Coupler
42%
Monotonic Behavior
42%
Rail Fastening System
42%
Flexural Performance
42%
Full-scale Test
42%
Reinforcement Type
42%
Reinforcement Effect
42%
Pseudoelasticity
42%
Corrugated Sandwich Panel
42%
Truss Model
42%
Z-shaped
42%
In-plane Behavior
42%
Hollow Core Slab
42%
Cast-in
42%
Shear Connector
42%
Ballastless Slab Track
42%
Polyurethane Foam Core
42%
Post-tensioning
42%
Beam-end Connection
42%
Fuse Element
35%
Testing Procedures
32%
Precast Reinforced Concrete Structure
32%
Beam-to-column Connection
28%
Railway Track
28%
Sheet Thickness
28%
Fastening System
28%
Concrete Sleeper
28%
Loading Direction
28%
Pullout
28%
Fasteners
28%
Sandwich Panel
28%
Load Capacity
28%
Precast Slab Track
25%
In-plane Stiffness
24%
Increased Demand
21%
Experimental Cost
21%
Precast Structures
21%
Buckling Behavior
21%
RC Slab
21%
Connection Details
21%
Pivot Model
21%
Moment-resisting
17%
Axial Force
17%
Shear Force
17%
Truss
14%
Industrial Buildings
14%