Keyphrases
Spectrum-based
80%
Slab Track
80%
Design philosophy
80%
Earthquake Records
53%
Earthquake
53%
Multi-story Structure
40%
Near-field
40%
Stiffness Degradation
40%
Single Story
40%
Traditional Design
40%
Precast Hollow-core Slab
40%
Combination Rule
40%
Scale Factor
40%
Cantilever Column
40%
Buckling Analysis
40%
Displacement Calculation
40%
Strength Degradation
40%
Functionally Graded Materials
40%
Nonlinear Time History Analysis
40%
Precast Structures
40%
Seismic Design
40%
Shaking Table Test
40%
Grid System
40%
Initial Stiffness
40%
Rail Fastening System
40%
Displacement Ductility
40%
Flexural Performance
40%
Simplified Structure
40%
Floor System
40%
Full-scale Test
40%
Raised Floor
40%
Reinforcement Type
40%
Reinforcement Effect
40%
Setback Buildings
40%
Fundamental Period
40%
Acceleration Spectrum
40%
Soft Soil
40%
Displacement Demand
40%
Reliable Design
40%
Iterative Algorithm
40%
Multi-storey Buildings
40%
Z-shaped
40%
Hollow Core Slab
40%
Record Covers
40%
Dynamic Displacement
40%
Cast-in
40%
Shear Connector
40%
Design Procedure
40%
Ballastless Slab Track
40%
New Period
40%
Engineering
Time History
100%
Stiffness Degradation
80%
Iterative Algorithm
80%
Scale Factor
80%
Design Procedure
80%
Structural Element
80%
Strength Degradation
80%
Fundamental Period
80%
Slab Track
80%
Initial Stiffness
80%
Full Scale
58%
Grid System
40%
Cast-in-Place
40%
Shear Connector
40%
Directional
40%
Joining
40%
Fastening System
40%
Floor System
40%
Experimental Investigation
40%
Seismic Design
40%
Story Building
40%
Functionally Graded Material
40%
Shear Walls
40%
Buckling Analysis
40%
Primary Beam
26%
Railway
24%
Dual Frame
20%
Aspect Ratio
20%
Buckling Behavior
20%
Superposition Method
20%
Seismic Response
20%
Material Gradation
20%
Rail Track
16%
Concrete Sleeper
16%
Prestressed Concrete
16%
Deadweight
13%
Precast Construction
13%
Box Section
13%
Joints (Structural Components)
13%
Acceleration Component
13%
Steel Box
13%
Incremental Form
13%
Design Earthquake
13%
Cable Net
13%
Interface Condition
13%
Composite Section
13%
Free Space
13%
Plane Stiffness
13%
Interface Shear Strength
13%
Direction Perpendicular
13%