Keyphrases
Acceleration Demands
9%
Anchorage System
7%
Base-isolated Bridges
7%
Bond Behavior
12%
Bond Strength
6%
Building Classes
6%
Canada
23%
Capacity Curve
6%
Carbon Fiber Reinforced Polymer
45%
Carbon Fiber Reinforced Polymer Sheets
6%
Carbon FRP
12%
Climate Change
6%
Concrete Beams
8%
Concrete Columns
7%
Concrete Interface
6%
Concrete Strength
7%
Confinement Model
6%
Coupled Shear Wall
23%
Coupling Beam
10%
Cracking Behavior
7%
Cyclic Loading
7%
Damage State
8%
Debonding
9%
Design Guidelines
9%
Ductility
7%
Earthquake
15%
Earthquake Scenario
7%
Eastern Canada
25%
Embedded Through-section
13%
Existing Buildings
8%
Externally Bonded
35%
Externally Bonded CFRP
9%
Externally Bonded Fibers
32%
Externally Bonded FRP
8%
Failure Mode
11%
Fatigue Behavior
7%
Fatigue Performance
8%
Fiber Reinforced Plastic
8%
Fiber Reinforced Polymer
62%
Fiber-reinforced Polymer Bars
7%
Fiber-reinforced Polymer Composites
16%
Finite Element Analysis
9%
Flexure
8%
Fragility Curves
13%
Fragility Functions
16%
GFRP Bars
6%
Isolated Bridge
7%
L-shaped
6%
Montreal
28%
National Building Code of Canada
15%
Near-surface Mounted
6%
Nonlinear Time History Analysis
8%
Nonstructural Components
12%
Post-earthquake Functionality
7%
Pre-crack
8%
Quebec
15%
Quebec City
14%
RC Beam
22%
RC T-beams
7%
Rebar
6%
Reinforced
16%
Reinforced Concrete
13%
Reinforced Concrete Beam
62%
Reinforced Concrete Column
7%
Reinforced Concrete T-beam
23%
Residential Buildings
7%
Risk Assessment
7%
Rope
7%
Seismic Assessment
13%
Seismic Behavior
7%
Seismic Demand
8%
Seismic Hazard
16%
Seismic Performance
13%
Seismic Response
12%
Seismic Risk
16%
Seismic Risk Assessment
14%
Seismic Vulnerability
24%
Seismic Zone
7%
Shear Contribution
7%
Shear Resistance
17%
Shear Strength
6%
Shear Strengthening
66%
Site Class
8%
Size Effect
9%
Soil-structure Interaction
6%
Spectral Acceleration
10%
Steel Rebar
6%
Steel Stirrups
10%
Stiffness
10%
Stirrups
7%
Stone Masonry Buildings
10%
Strengthened Beams
8%
Strengthening Method
8%
Strengthening Techniques
6%
Superabsorbent Polymer
6%
Transverse Steel
11%
Transverse Steel Reinforcement
8%
U-wrap
9%
Vulnerability
8%
Vulnerability Evaluation
6%
Engineering
Analytical Model
8%
Analytical Study
5%
Autoencoder
6%
Beams and Girders
5%
Bond Strength
11%
Bridge Design
6%
Bridge Piers
6%
Bridge Structure
6%
Building Code
22%
Carbon Fibre Reinforced Polymer
14%
Chemical Shift Anisotropy
8%
Concrete Bridges
5%
Concrete Buildings
9%
Concrete Member
6%
Concrete Strength
6%
Concrete Structure
9%
Cross Section
5%
Cyclic Loading
12%
Damage Assessment
11%
Damage State
11%
Debonding
13%
Density Polyethylene
6%
Design Code
9%
Design Equation
5%
Design Guideline
9%
Design Model
5%
Element Method
5%
Energy Dissipation
6%
Exceedance
7%
Experimental Investigation
19%
Experimental Result
16%
Failure Mode
10%
Fatigue Behavior
9%
Fatigue Life
8%
Fatigue Loading
7%
Fatigue Performance
9%
Fem Model
6%
Fiber-Reinforced Polymer
100%
Fibre-Reinforced Polymer Composite
5%
Field Test
5%
Finite Element Analysis
18%
Finite Element Modeling
7%
Finite Element Simulation
5%
Flexible Pipe
6%
Flexure
7%
Fragility Curves
15%
Full Scale
5%
Ground Acceleration
6%
Ground Movement
20%
Highway Bridges
9%
Illustrates
6%
Influencing Parameter
7%
Joints (Structural Components)
16%
Learning System
8%
Limit State
6%
Limitations
5%
Masonry Building
17%
Nonlinear Behavior
7%
Nonlinearity
6%
Numerical Model
7%
Parametric Study
7%
Plastic Hinge
6%
Public Safety
5%
Rectangular Column
5%
Reinforced Concrete
78%
Reinforced Concrete Beam
56%
Reinforced Plastic
64%
Research Need
7%
Residential Building
9%
Response Spectrum
8%
Retro-Fitting
9%
Retrofit
5%
Rigidity
14%
Rise Building
5%
Rod
7%
Seismic Behavior
8%
Seismic Design
5%
Seismic Hazard
22%
Seismic Performance
20%
Seismic Response
13%
Seismic Risk
29%
Seismic Vulnerability
26%
Seismic Zone
7%
Seismicity
5%
Shear Lag
5%
Shear Property
6%
Shear Reinforcement
5%
Shear Resistance
16%
Shear Strength
7%
Shear Strengthening of Reinforced Concrete Beam
16%
Shear Walls
35%
Simulation Result
5%
Size Effect
9%
Soil Condition
5%
Steel Rebar
18%
Steel Reinforcement
10%
Stone Masonry
11%
Test Result
9%
Time History
23%
Unreinforced Masonry
9%