|
 |
 |
 |
 |
 |
|
| Apple-shaped LNG tank requires additional design verification analyses over those required for spherical LNG tanks |
|
| Events during service of the apple-shaped tank that may cause buckling |
|
| Bottom region of beverage can: (Left side): Undeformed bottom portion of can; (Right side): Large deformation collapse under axial compression of the transition region from the can bottom to the can sidewall |
|
| Circumferential buckling of a thin-walled projectile upon impact with a concrete target |
|
| Double-skin/concrete piping under axial compression and external/internal pressure |
|
|
|
 |
 |
 |
 |
 |
|
| Finite element model of double-skin/concrete piping under external/internal pressure and axial compression |
|
| No local buckling and local buckling of double-skin/concrete piping |
|
| Stability loss in an infinite plate with a circular inclusion under uniaxial tension |
|
| Folded, laminated, cantilevered plate assembly with fold angle alpha=90 degrees |
|
| First 5 vibration mode shapes of the folded, laminated, cantilevered plate assembly |
|
|
|
 |
 |
 |
 |
 |
|
| Axially compressed tubes without and with internal bracing |
|
| Crushed tubes from test and finite element models |
|
| ABAQUS finite element model of part of a Coupled Steel Plate Shear Wall (C-SPSW) and deformation under the horizontal component of ground motion due to an earthquake simulated by appropriate forces resulting primarily in in-plane shearing of the structure |
|
| Plastic flow and therefore ductility (hysteresis and energy dissipation) in a Coupled Steel Plate Shear Wall (C-SPSW) occurs as shown here in an example of a 4-storey coupled shear wall |
|
| First and second floor (1F and 2F) hysteresis and drift: Comparison of test and results from the ABAQUS finite element model |
|
|
