Modelling the nonlinear behaviour of masonry walls strengthened with textile reinforced mortars
Wang, X.1; Ghiassi, Bahman2,3; Oliveira, Daniel V.3; Lam, C. C.1
2017-03
Source PublicationENGINEERING STRUCTURES
ISSN0141-0296
Volume134Pages:11-24
Abstract

Textile Reinforced Mortars (TRMs) have found extensive attention for externally bonded reinforcement of masonry and historical structures. However, only few information is available regarding their mechanical properties and effectiveness in improving the seismic performance of strengthened structures. This paper presents an extensive numerical investigation on the effect of TRM composites on the nonlinear response and failure modes of masonry walls. The effect of boundary conditions and the TRM type on the performance of strengthened walls are critically discussed and presented. It is shown that the performance and failure mode of the walls can significantly change after strengthening, an important issue that should be considered at the design stage. Finally, the effect of TRM application on the nonlinear response of a large historical masonry facade in Macau is investigated and presented. (C) 2016 Elsevier Ltd. All rights reserved.

KeywordHistorical Structures Strengthening Textile Reinforced Mortars (Trms) Fe Simulation Seismic Performance
DOIhttp://dx.doi.org/10.1016/j.engstruct.2016.12.029
URLView the original
Indexed BySCIE
Language英语
WOS Research AreaEngineering
WOS SubjectEngineering, Civil
WOS IDWOS:000394062400002
PublisherELSEVIER SCI LTD
The Source to ArticleWOS
Fulltext Access
Citation statistics
Cited Times [WOS]:33   [WOS Record]     [Related Records in WOS]
Document TypeJournal article
CollectionDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding AuthorGhiassi, Bahman
Affiliation1.Department of Civil and Environmental Engineering, University of Macau, Macau, China
2.Department of Civil Engineering and Geosciences, TU Delft, The Netherlands
3.ISISE, University of Minho, Department of Civil Engineering, Azurém, 4800-058 Guimarães, Portugal
First Author AffilicationUniversity of Macau
Recommended Citation
GB/T 7714
Wang, X.,Ghiassi, Bahman,Oliveira, Daniel V.,et al. Modelling the nonlinear behaviour of masonry walls strengthened with textile reinforced mortars[J]. ENGINEERING STRUCTURES,2017,134:11-24.
APA Wang, X.,Ghiassi, Bahman,Oliveira, Daniel V.,&Lam, C. C..(2017).Modelling the nonlinear behaviour of masonry walls strengthened with textile reinforced mortars.ENGINEERING STRUCTURES,134,11-24.
MLA Wang, X.,et al."Modelling the nonlinear behaviour of masonry walls strengthened with textile reinforced mortars".ENGINEERING STRUCTURES 134(2017):11-24.
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