|
|
(One intermediate revision by the same user not shown) |
Line 1: |
Line 1: |
| | | |
| == Abstract == | | == Abstract == |
− |
| |
− | <p>Robustness plays a relevant role in the capacity of a structure to sustain abnormal loads<br>
| |
− | or to deal with unexpected events with large effects, such as explosions and terroristic<br>
| |
− | attacks. Such situations on dams may have extremely large consequences. For buildings,<br>
| |
− | the design approach that best implements robustness concepts is represented by the so<br>
| |
− | called “Consequence Based Design”: even if nothing is known about the cause, selective<br>
| |
− | element removals and extreme load on the structure are modeled, and their effects are<br>
| |
− | determined with respect to progressive collapse and damage arrest.<br>
| |
− | In the paper we try to set-up a “Consequence Based Assessment” of a typical example of<br>
| |
− | a gravity dam built between the ‘30s and ‘40s of the last century in the northwestern<br>
| |
− | Italian Alps. A simplified model of the structure is adopted. Removal of parts of the dam<br>
| |
− | cross-section is assumed to occur: the effects of the extent of damage is discussed on the<br>
| |
− | bases of the tension generated within the body of the dam.<br>
| |
− | 1</p>
| |
| | | |
| | | |
| | | |
| == Full document == | | == Full document == |
− | <pdf>Media:Draft_Calvi_801736851-6563-document.pdf</pdf> | + | <pdf>Media:Calvi_2024j-1927-document.pdf</pdf> |