m (Alessandro-Calvi moved page Calvi 2014a to Draft Calvi 185211891)
m (Alessandro-Calvi moved page Draft Calvi 185211891 to Calvi 2014a)
 
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== 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 &ldquo;Consequence Based Design&rdquo;: 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 &ldquo;Consequence Based Assessment&rdquo; of a typical example of<br>
 
a gravity dam built between the &lsquo;30s and &lsquo;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.</p>
 
  
  
  
 
== Full document ==
 
== Full document ==
<pdf>Media:Draft_Calvi_914063701-1053-document.pdf</pdf>
+
<pdf>Media:Draft_Calvi_185211891-2962-document.pdf</pdf>

Latest revision as of 14:52, 19 April 2024

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Published on 01/01/2014

Licence: CC BY-NC-SA license

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