Wind strength of Gothic Cathedrals. (September 2015)
- Record Type:
- Journal Article
- Title:
- Wind strength of Gothic Cathedrals. (September 2015)
- Main Title:
- Wind strength of Gothic Cathedrals
- Authors:
- Coccia, Simona
Como, Mario
Di Carlo, Fabio - Abstract:
- Highlights: The wind strength of Gothic Cathedrals is examined with the kinematic theorem of the Limit Analysis. The collapse load is evaluated adopting a rigid no-tension constitutive model with no sliding. Local and global collapse mechanisms are considered. Abstract: Aim of the paper is the evaluation of the wind strength of one of the most amazing structural typology of the Middle Age, the Gothic Cathedral. Among his most significant structural problems, wisely solved by the ancient builders, there was the need to realize structures with high lateral resistance, in order to counteract the action of the wind. Deformations of the cathedral under the wind action are negligible, both in longitudinal and in transverse direction, owing the high stiffness of the structure. Wind action is therefore essentially static and it can be represented by a suitable distribution of horizontal forces. In this framework the paper evaluates the collapse wind load according to the kinematic approach of the Limit Analysis considering various failure mechanisms as, among them, the semi-global mechanism, involving only the leeward side and the global, interesting both sides of the structure. The analysis is performed making reference to a cathedral modulus similar to that of the Cathedral of Notre-Dame of Amiens, one of the most important examples of Gothic Cathedrals. The paper shows that the stone skeleton of these cathedrals is able to sustain the action of fierce winds whose intensities areHighlights: The wind strength of Gothic Cathedrals is examined with the kinematic theorem of the Limit Analysis. The collapse load is evaluated adopting a rigid no-tension constitutive model with no sliding. Local and global collapse mechanisms are considered. Abstract: Aim of the paper is the evaluation of the wind strength of one of the most amazing structural typology of the Middle Age, the Gothic Cathedral. Among his most significant structural problems, wisely solved by the ancient builders, there was the need to realize structures with high lateral resistance, in order to counteract the action of the wind. Deformations of the cathedral under the wind action are negligible, both in longitudinal and in transverse direction, owing the high stiffness of the structure. Wind action is therefore essentially static and it can be represented by a suitable distribution of horizontal forces. In this framework the paper evaluates the collapse wind load according to the kinematic approach of the Limit Analysis considering various failure mechanisms as, among them, the semi-global mechanism, involving only the leeward side and the global, interesting both sides of the structure. The analysis is performed making reference to a cathedral modulus similar to that of the Cathedral of Notre-Dame of Amiens, one of the most important examples of Gothic Cathedrals. The paper shows that the stone skeleton of these cathedrals is able to sustain the action of fierce winds whose intensities are larger than those prescribed by actual codes. … (more)
- Is Part Of:
- Engineering failure analysis. Volume 55(2015:Sep.)
- Journal:
- Engineering failure analysis
- Issue:
- Volume 55(2015:Sep.)
- Issue Display:
- Volume 55 (2015)
- Year:
- 2015
- Volume:
- 55
- Issue Sort Value:
- 2015-0055-0000-0000
- Page Start:
- 1
- Page End:
- 25
- Publication Date:
- 2015-09
- Subjects:
- Stone cathedrals -- Wind strength -- No tension materials -- Limit Analysis
System failures (Engineering) -- Periodicals
Fracture mechanics -- Periodicals
Reliability (Engineering) -- Periodicals
Pannes -- Périodiques
Rupture, Mécanique de la -- Périodiques
Fiabilité -- Périodiques
Fracture mechanics
Reliability (Engineering)
System failures (Engineering)
Periodicals
Electronic journals
620.112 - Journal URLs:
- http://www.sciencedirect.com/science/journal/13506307 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.engfailanal.2015.04.019 ↗
- Languages:
- English
- ISSNs:
- 1350-6307
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3760.991000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 10077.xml