Engineering
Bracing System
100%
Superlattice
26%
Column Connection
25%
Beam-Column
24%
Seismic Response
24%
Integral Abutment Bridge
23%
Capacity Reserve
23%
Seismic Design
21%
Full Scale
21%
Seismic Performance
20%
Steel Plate
16%
Abutment
16%
Shear Walls
16%
Seismic Behavior
15%
Bridge Bearings
15%
Seismic Stability
15%
Structural System
14%
Beams and Girders
14%
Limit State
14%
United States
13%
Lateral Force
13%
Bridge Girder
12%
Ground Movement
12%
Seat Angle
12%
Parametric Study
11%
Bearing Component
10%
Research Project
10%
Live Load
9%
Lateral Loads
9%
Energy Dissipation
8%
Seismicity
8%
Highway Bridges
8%
Design Requirement
8%
Seismic Performance Assessment
8%
Shape Memory Alloy
8%
Seismic Hazard
8%
Structural Integrity
7%
Design Provision
7%
Elastomer
7%
Gusset Plate
7%
Failure Mode
7%
Structural Response
7%
Strong Axis
6%
Dissipate Energy
6%
Bridge Design
6%
Finite Element Modeling
6%
Design Procedure
6%
Flexure
6%
Bridge Approaches
6%
Finite Element Analysis
6%
Keyphrases
Concentrically Braced Frames
51%
Pseudo-ductility
32%
Buckling-restrained Braced Frame
29%
Reserve Capacity
25%
Beam-to-column Connection
24%
Integral Abutment Bridge
21%
Seismic Performance
20%
Seismic Response
19%
Seismic Design
18%
Substructure
17%
Moderate Seismic Regions
16%
Numerical Simulation
16%
Seismic Behavior
15%
Illinois
15%
Multi-tiered
14%
Seismic Stability
14%
Steel Plate Shear Wall
14%
Experimental Behavior
12%
Elastomeric Bearing
12%
Retainer
11%
Nonlinear Energy Sink
11%
Limit State
11%
Seismic Demand
11%
Girder
11%
Bridge Bearings
10%
Seismic Areas
10%
Force Limiting
10%
Spine
10%
I-girders Bridges
10%
Braced Frames
10%
Structural System
10%
Isolated Bridge
10%
Buckling-restrained Brace
10%
Cyclic Test
9%
Seismic Assessment
9%
Gravity Framing
9%
Braced Frame Structure
9%
Steel Braced Frame
9%
Quasi-isolation
9%
Multi-tiered Braced Frames
8%
Story Structure
8%
Design Requirements
8%
Highway Bridge
8%
Seismic Provisions
8%
Fixed Bearing
8%
Column Loss
8%
Top-seat Angle
8%
Hybrid Masonry
8%
Design philosophy
8%
Bolted Angles
8%
