Line 33: Line 33:
 
=== OVERALL RESPONSE ===
 
=== OVERALL RESPONSE ===
  
==3 Bibliography<!--
+
== '''MATERIAL PROPERTIES''' ==
Citations in text will follow a citation-sequence system (i.e. sources are numbered by order of reference so that the first reference cited in the document is [1], the second [2], and so on) with the number of the reference in square brackets. Once a source has been cited, the same number is used in all subsequent references. If the numbers are not in a continuous sequence, use commas (with no spaces) between numbers. If you have more than two numbers in a continuous sequence, use the first and last number of the sequence joined by a hyphen
+
  
You should ensure that all references are cited in the text and that the reference list. References should preferably refer to documents published in Scipedia. Unpublished results should not be included in the reference list, but can be mentioned in the text. The reference data must be updated once publication is ready. Complete bibliographic information for all cited references must be given following the standards in the field (IEEE and ISO 690 standards are recommended). If possible, a hyperlink to the referenced publication should be given. See examples for Scipedia’s articles [1], other publication articles [2], books [3], book chapter [4], conference proceedings [5], and online documents [6], shown in references section below. -->==
+
=== '''SCALE EFFECTS''' ===
  
 +
== '''COMPRESSION AND TRACTION STRESSES: WHICH OPTION WITH AN APPROACH ADDRESSED TO FRACTURE MECHANICS?''' ==
  
 
+
=='''REFERENCES'''<!--[1] Author, A. and Author, B. (Year) Title of the article. Title of the Publication. Article code. Available: http://www.scipedia.com/ucode. [2] Author, A. and Author, B. (Year) Title of the article. Title of the Publication. Volume number, first page-last page. [3] Author, C. (Year). Title of work: Subtitle (edition.). Volume(s). Place of publication: Publisher. [4] Author of Part, D. (Year). Title of chapter or part. In A. Editor & B. Editor (Eds.), Title: Subtitle of book (edition, inclusive page numbers). Place of publication: Publisher. [5] Author, E. (Year, Month date). Title of the article. In A. Editor, B. Editor, and C. Editor. Title of published proceedings. Paper presented at title of conference, Volume number, first page-last page. Place of publication. [6] Institution or author. Title of the document. Year. [Online] (Date consulted: day, month and year). Available: http://www.scipedia.com/document.pdf. -->==
 
+
==4 Acknowledgments<!-- Acknowledgments should be inserted at the end of the document, before the references section. -->==
+
 
+
 
+
 
+
 
+
==5 References<!--[1] Author, A. and Author, B. (Year) Title of the article. Title of the Publication. Article code. Available: http://www.scipedia.com/ucode.
+
 
+
[2] Author, A. and Author, B. (Year) Title of the article. Title of the Publication. Volume number, first page-last page.
+
 
+
[3] Author, C. (Year). Title of work: Subtitle (edition.). Volume(s). Place of publication: Publisher.
+
 
+
[4] Author of Part, D. (Year). Title of chapter or part. In A. Editor & B. Editor (Eds.), Title: Subtitle of book (edition, inclusive page numbers). Place of publication: Publisher.
+
 
+
[5] Author, E. (Year, Month date). Title of the article. In A. Editor, B. Editor, and C. Editor. Title of published proceedings. Paper presented at title of conference, Volume number, first page-last page. Place of publication.
+
 
+
[6] Institution or author. Title of the document. Year. [Online] (Date consulted: day, month and year). Available: http://www.scipedia.com/document.pdf.  
+
-->==
+

Revision as of 23:14, 30 December 2021

Progressive Collapse of Structures: How to Reduce the Risk of Disproportionate Damage Through Proper Design and Use of Mechanical Properties of Materials


ALESSANDRO CALVI1

alessandro.calvi84@gmail.com1

ABSTRACT

This paper deals with the critical issue of structural collapses and the importance of the correct quantification of the actions in the design phase and the choice of materials with correct characteristics and properties.

The document analyzes the main strategies to be taken into account in the design phase which contemplate the quantification of external actions and the exploitation of the mechanical properties of materials in favor of safety in order to avoid disproportionate damage to the source.

PROGRESSIVE COLLAPSES: LITERATURE REVIEW

The most historically famous case of structural collapse following exceptional action is represented by the event that occurred on 11 September 2001 at the World Trade Center in New York City, when some terrorist attacks first caused the crash of planes against the Twin Towers and subsequently their collapse.

In this case the damage spread from top to bottom causing with a domino effect the loss of bearing capacity of all the floors of the buildings up to the complete vertical collapse.

The main theory with a posteriori analysis of the damage event is probably the one represented by Prof. Z.P. Bazant [1]: according to his interpretation, the initiation and propagation of the collapse occurred due to the heat given off by the fire caused by the aircrafts' fuel, which irremediably reduced the bearing capacity of the steel columns, where the potential energy, directed downwards from the upper floors, could not be absorbed by the plastic moment of the pillars, thus transforming itself into kinetic energy.

COMPRESSED AND INFLECTED STRUCTURES

VERTICAL/AXIAL LOADS

SEISMIC ACTION

OVERALL RESPONSE

TENSE STRUCTURES

VERTICAL/AXIAL LOADS

SEISMIC ACTION

OVERALL RESPONSE

MATERIAL PROPERTIES

SCALE EFFECTS

COMPRESSION AND TRACTION STRESSES: WHICH OPTION WITH AN APPROACH ADDRESSED TO FRACTURE MECHANICS?

REFERENCES

Back to Top

Document information

Published on 26/02/22

Licence: CC BY-NC-SA license

Document Score

0

Views 204
Recommendations 0

Share this document