Keyphrases
Base Shear
18%
Base-isolated Bridges
66%
Bond Behavior
25%
Bond Strength
23%
Bond-slip Response
19%
Bonding Properties
23%
Bridge Reliability
21%
Cold Climate
22%
Confined Concrete
31%
Coupled Shear Wall
21%
Cracking Behavior
38%
Cyclic Loading
33%
Earthquake
54%
Earthquake Characteristics
31%
Eastern Canada
31%
Far-field Records
18%
Fatigue Performance
31%
Fatigue Testing
21%
Frequency Content
18%
Isolated Bridge
68%
Isolation System
18%
Limit State
41%
Modular Joint
19%
Monotonic Loading
20%
Near-far
21%
Near-fault
21%
Nonlinear Time History Analysis
28%
Normal Strength Concrete
24%
Pre-crack
77%
Pre-cracked Concrete
49%
Quebec
33%
Rebar-concrete Interface
22%
Reliability Index
23%
Seismic Analysis
21%
Seismic Assessment
31%
Seismic Hazard
21%
Seismic Isolation
45%
Seismic Isolation System
50%
Seismic Performance
37%
Seismic Reliability
23%
Seismic Response
52%
Self-consolidating Concrete
22%
Soft Soil
21%
Soil Characteristics
42%
Spectral Analysis
19%
Steel Bar
31%
Steel Rebar
51%
Superabsorbent Polymer
63%
Support Bar
21%
Temperature Effect
21%
Engineering
Accelerated Bridge Construction
15%
Adaptability
15%
Analytical Model
21%
Base Shear
28%
Bearing System
15%
Bond Strength
55%
Bridge Design
32%
Concrete Mixture
25%
Concrete Wall
15%
Confined Concrete
31%
Construction System
15%
Crack Width
30%
Cyclic Loading
44%
Design Code
27%
Dynamic Response
21%
Energy Dissipation
26%
Entraining Admixture
15%
Epistemic Uncertainty
15%
Expansion Joints
18%
Experimental Investigation
26%
Fatigue Performance
31%
Fatigue Testing
21%
Healing Agent
25%
Initial Crack
16%
Joints (Structural Components)
53%
Lateral Resistance
15%
Limit State
50%
Modular Bridge
26%
Monotonic Loading
20%
Probabilistic Approach
17%
Random Variable ξ
21%
Reinforced Concrete
35%
Reliability Assessment
31%
Reliability Index
23%
Restoring Force
15%
Retro-Fitting
16%
Rigidity
25%
Seismic Analysis
23%
Seismic Hazard
24%
Seismic Performance
56%
Seismic Response
55%
Seismic Risk
26%
Seismicity
15%
Shear Walls
39%
Slip Response
19%
Steel Bar
31%
Steel Rebar
100%
Stress Range
18%
Time History
42%
Welded Connection
18%