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http://hdl.handle.net/1942/27997
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DC Field | Value | Language |
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dc.contributor.author | DEGEE, Herve | - |
dc.contributor.author | FREDERICKX, Florian | - |
dc.contributor.author | VANDOREN, Bram | - |
dc.date.accessioned | 2019-04-08T11:24:02Z | - |
dc.date.available | 2019-04-08T11:24:02Z | - |
dc.date.issued | 2018 | - |
dc.identifier.citation | Milani G.; Taliercio A.; Garrity S. (Ed.). 10th IMC - proceedings of the 10th International Masonry Conference,p. 610-617 (Art N° S03 520) | - |
dc.identifier.issn | 2523-532X | - |
dc.identifier.uri | http://hdl.handle.net/1942/27997 | - |
dc.description.abstract | This contribution deals with numerical investigations of hybrid unreinforced masonry- reinforced concrete wall structures (i.e. RC and URM walls coupled by reinforced concrete beams or slabs) used as horizontal stabilization systems. Although the combination of these materials is used as a bracing system in several countries, oversimplified design assumptions are often applied due to a lack of knowledge of the structural behavior of such systems. Therefore, this paper aims at improving this knowledge. The numerical campaign resorts to a pushover analysis: the focus is put on the lateral bracing resistance under statically increased horizontal loads. A finite element model developed, calibrated and validated in previous publications is used to perform a parametric analysis on global geometric parameters. A first set op case-studies consists in varying some global geometric parameters (length of the walls, distance between URM and RC wall, storey height, number of storeys) while a second set of case-studies deeper investigates the influence of the length of both walls. This constitutes a first step towards an optimization of the performances of such hybrid unreinforced masonry-reinforced concrete wall structures. | - |
dc.language.iso | en | - |
dc.subject.other | unreinforced masonry; reinforced concrete; coupling; in-plane stability | - |
dc.title | GLOBAL BEHAVIOUR OF COUPLED UNREINFORCED MASONRY REINFORCED CONCRETE WALL STRUCTURES | - |
dc.type | Proceedings Paper | - |
local.bibliographicCitation.authors | Milani G. | - |
local.bibliographicCitation.authors | Taliercio A. | - |
local.bibliographicCitation.authors | Garrity S. | - |
local.bibliographicCitation.conferencedate | July 9-11, 2018 | - |
local.bibliographicCitation.conferencename | 10th International Masonry Conference | - |
local.bibliographicCitation.conferenceplace | Milan, Italy | - |
dc.identifier.epage | 617 | - |
dc.identifier.spage | 610 | - |
local.bibliographicCitation.jcat | C1 | - |
local.type.refereed | Refereed | - |
local.type.specified | Proceedings Paper | - |
local.bibliographicCitation.artnr | S03 520 | - |
local.bibliographicCitation.btitle | 10th IMC - proceedings of the 10th International Masonry Conference | - |
item.fulltext | With Fulltext | - |
item.accessRights | Restricted Access | - |
item.fullcitation | DEGEE, Herve; FREDERICKX, Florian & VANDOREN, Bram (2018) GLOBAL BEHAVIOUR OF COUPLED UNREINFORCED MASONRY REINFORCED CONCRETE WALL STRUCTURES. In: Milani G.; Taliercio A.; Garrity S. (Ed.). 10th IMC - proceedings of the 10th International Masonry Conference,p. 610-617 (Art N° S03 520). | - |
item.contributor | DEGEE, Herve | - |
item.contributor | FREDERICKX, Florian | - |
item.contributor | VANDOREN, Bram | - |
Appears in Collections: | Research publications |
Files in This Item:
File | Description | Size | Format | |
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10 IMC Degee.pdf Restricted Access | Published version | 1.64 MB | Adobe PDF | View/Open Request a copy |
10IMC_Full-paper_Degee_rev.pdf Restricted Access | Peer-reviewed author version | 1 MB | Adobe PDF | View/Open Request a copy |
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