Engineering
Allowable Stress
21%
Beam-Column
14%
Bracing System
15%
Buckling
68%
Buckling Analysis
16%
Buckling Load
39%
Cross Section
20%
Degree of Freedom
12%
Earthquake Engineering
11%
Elevator System
11%
Energy Engineering
17%
Finite Element Method
35%
Floors
12%
Footbridges
11%
Fourier Series
16%
Frame Structure
16%
Framed Structure
38%
Generalized Eigenvalue Problem
13%
Geometric Stiffness
43%
Geometrically Nonlinear Analysis
37%
Ground Movement
41%
Hazards
11%
Linear Programming
11%
Linearized Stability
13%
Loading Condition
16%
Mass Damper
16%
Nonlinear Analysis
12%
Nuclear Power Plant
11%
Optimal Control
18%
Optimal Design
100%
Optimality
46%
Optimisation Problem
49%
Orthotropic Plate
16%
Passive Device
11%
Plate Thickness
16%
Prestress
12%
Prestressing
12%
Rectangular Plate
15%
Redesign
42%
Retrofit
11%
Seismic Design
41%
Seismic Retrofit
13%
Shell Element
25%
Shells (Structures)
13%
Steel Frame
12%
Stiffness Matrix
49%
Strain Energy Density
12%
Symbolics
11%
Truss
56%
Viscous Damper
26%
Keyphrases
Added Damping
43%
Allowable Stress
21%
Beam-column
16%
Buckling Analysis
16%
Buckling Load
41%
Critical Infrastructure
16%
Damper
16%
Design Methodology
15%
Earthquake
25%
Exact Geometry
16%
Extreme Events
16%
Frame Structure
47%
Friction
16%
Geometric Nonlinearity
24%
Geometric Stiffness
22%
Geometric Stiffness Matrix
43%
Geometrically Nonlinear Analysis
35%
Gradient-based Optimization
14%
Ground Motion
21%
Ground Motion Records
18%
Israel
31%
Large Rotation
14%
Loading Conditions
17%
Multiple Tuned Mass Dampers
13%
Nonlinear Analysis
15%
Optimality Conditions
27%
Optimality Criteria
18%
Optimization Problem
27%
Orthotropic Plate
16%
Prestress
23%
Rayleigh-Ritz Method
16%
Seismic Design
24%
Seismic Retrofit
19%
Shear Frame
13%
Shell Element
15%
Shell Structures
14%
Solid-shell Element
13%
Stability Constraints
19%
Steel Frame
13%
Stiffness
23%
Story Shear
14%
Strain Energy Density
13%
Structural Optimization Problems
18%
Supplemental Dampers
22%
Supplemental Damping
13%
Tiberias
16%
Truncated Fourier Series
16%
Truss
22%
Trusses
55%
Uniform Thickness
13%