Keyphrases
Pneumatic Spray
50%
Induced Fracture
50%
Guideline Implementation
50%
Rock Bridge
50%
Closure Joints
50%
Bridge Column
50%
Nonproprietary
50%
Design Service Life
50%
Drift Ratio
50%
Accelerated Construction
50%
Ultra-high Performance Concrete
50%
Timber piles
50%
Concrete-filled Steel Tube
50%
Concrete Surface Roughness
50%
Machine Learning Processing
50%
Concrete Barrier
50%
Barrier System
50%
Steel Bridge
50%
Seismic Areas
50%
Hydrogenation Activity
50%
Dead Load
50%
Rapid Construction
50%
Concrete Bond Strength
50%
Value-added Chemicals
50%
Benchmark Testing
50%
Confined Masonry Wall
50%
Spalling Detection
50%
Retrofitting Solution
50%
Carbon Fiber Reinforced Polymer
50%
In-plane Lateral Load
50%
Bridge System
50%
Rocking Column
50%
Seismic Zone
50%
Shaking Table
50%
Proposed Design Equation
50%
Interface Shear Strength
50%
Encoded Image
50%
Encoding Time
50%
Bar Fracture
50%
Fracture Identification
50%
Monometallic
50%
Reinforcing Steel
50%
Steel Fracture
50%
Stay-in-place
50%
Nanofiber Catalyst
50%
Prestressed Concrete
50%
Concrete Application
50%
Concrete Shells
50%
Cyclic Test
50%
Concrete Bridge Columns
50%
Engineering
Bracing System
100%
On-Site Construction Time
75%
Cast-in-Place
75%
Concrete Mixture
75%
Concrete Bridges
62%
Lateral Loads
62%
Life Safety
62%
Concrete Structure
60%
Ultra-High-Performance Concrete
50%
Concrete Filled Steel Tube
50%
Retro-Fitting
50%
Strand
50%
Transfer Learning
50%
Service Life Design
50%
Steel Bridges
50%
Seismic Areas
50%
Dead Load
50%
Fiber-Reinforced Polymer
50%
Rapid Construction
50%
Deep Learning
50%
Seismic Zone
50%
Earthquake Engineering
50%
Dynamic Performance
50%
Design Equation
50%
Interface Shear Strength
50%
Concrete Application
50%
Prestressed Concrete
50%
Detection Technique
50%
Low Cycle Fatigue
50%
Strain History
50%
Dissipate Energy
50%
Column Cap
50%
Damper System
50%
Structural Section
50%
Compression Strength
50%
Convolutional Neural Network
50%
Additive Manufacturing Technique
50%
Conventional Method
50%
Construction Process
50%
Carbon Footprint
50%
Structural Element
50%
Application Method
37%
Construction Activity
25%
Strength Degradation
25%
Quasistatic Condition
25%
Image Data
25%
Experimental Result
25%
Parametric Study
25%
Load Limits
25%
Elastic Range
25%
