Pub Date : 2023-01-01DOI: 10.1504/ijmri.2023.134179
D. Gift Pon Lazarus, Sunita Bansal
{"title":"Valuation on the strength properties of gypsum based PCM cement mortar","authors":"D. Gift Pon Lazarus, Sunita Bansal","doi":"10.1504/ijmri.2023.134179","DOIUrl":"https://doi.org/10.1504/ijmri.2023.134179","url":null,"abstract":"","PeriodicalId":43060,"journal":{"name":"International Journal of Masonry Research and Innovation","volume":"15 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136306589","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-01DOI: 10.1504/ijmri.2023.10059213
Taiki Saito, Sayed Qudratullah Sharafi
{"title":"Effect of infill masonry wall with central opening on seismic behaviour of reinforced concrete structure","authors":"Taiki Saito, Sayed Qudratullah Sharafi","doi":"10.1504/ijmri.2023.10059213","DOIUrl":"https://doi.org/10.1504/ijmri.2023.10059213","url":null,"abstract":"","PeriodicalId":43060,"journal":{"name":"International Journal of Masonry Research and Innovation","volume":"48 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135556014","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-01DOI: 10.1504/ijmri.2023.10055653
A. Viskovic
{"title":"Different choices of steel and/or composite reinforcements for different types of masonry vaults","authors":"A. Viskovic","doi":"10.1504/ijmri.2023.10055653","DOIUrl":"https://doi.org/10.1504/ijmri.2023.10055653","url":null,"abstract":"","PeriodicalId":43060,"journal":{"name":"International Journal of Masonry Research and Innovation","volume":"1 1","pages":""},"PeriodicalIF":1.1,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66764354","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-01DOI: 10.1504/ijmri.2023.10053134
M. Kanaan, M. Umair, Farman Saifi, M. Shariq, S. Anas, M. Alam
{"title":"Numerical modelling of masonry-concrete composite wall response to blast loads","authors":"M. Kanaan, M. Umair, Farman Saifi, M. Shariq, S. Anas, M. Alam","doi":"10.1504/ijmri.2023.10053134","DOIUrl":"https://doi.org/10.1504/ijmri.2023.10053134","url":null,"abstract":"","PeriodicalId":43060,"journal":{"name":"International Journal of Masonry Research and Innovation","volume":"1 1","pages":""},"PeriodicalIF":1.1,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66764382","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-01DOI: 10.1504/ijmri.2023.10055672
B. Pintucchi, M. Lucchesi, N. Zani
{"title":"Sensitivity to uncertainties in the dynamic response of masonry arches","authors":"B. Pintucchi, M. Lucchesi, N. Zani","doi":"10.1504/ijmri.2023.10055672","DOIUrl":"https://doi.org/10.1504/ijmri.2023.10055672","url":null,"abstract":"","PeriodicalId":43060,"journal":{"name":"International Journal of Masonry Research and Innovation","volume":"1 1","pages":""},"PeriodicalIF":1.1,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66764388","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-01DOI: 10.1504/ijmri.2023.10057244
Marius Palade, Gigi Olariu, M. Mosoarca, M. Fofiu
{"title":"Consolidation of historic buildings damaged by settlements with composite materials","authors":"Marius Palade, Gigi Olariu, M. Mosoarca, M. Fofiu","doi":"10.1504/ijmri.2023.10057244","DOIUrl":"https://doi.org/10.1504/ijmri.2023.10057244","url":null,"abstract":"","PeriodicalId":43060,"journal":{"name":"International Journal of Masonry Research and Innovation","volume":"1 1","pages":""},"PeriodicalIF":1.1,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66764483","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-01DOI: 10.1504/ijmri.2023.131836
A. Abdelkhalek, M. Sakr, A. Seleemah, Tarek M. Khalifa
{"title":"Effect of type of masonry units on the mechanical properties of masonry panel walls","authors":"A. Abdelkhalek, M. Sakr, A. Seleemah, Tarek M. Khalifa","doi":"10.1504/ijmri.2023.131836","DOIUrl":"https://doi.org/10.1504/ijmri.2023.131836","url":null,"abstract":"","PeriodicalId":43060,"journal":{"name":"International Journal of Masonry Research and Innovation","volume":"1 1","pages":""},"PeriodicalIF":1.1,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66764761","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-01DOI: 10.1504/ijmri.2023.131840
I. Boem, N.A. Bo�, ek Patzák, A. Kohoutková
{"title":"ConFiRMa: calibration of a numerical model for fibre-reinforced mortar analysis with OOFEM code","authors":"I. Boem, N.A. Bo�, ek Patzák, A. Kohoutková","doi":"10.1504/ijmri.2023.131840","DOIUrl":"https://doi.org/10.1504/ijmri.2023.131840","url":null,"abstract":"","PeriodicalId":43060,"journal":{"name":"International Journal of Masonry Research and Innovation","volume":"1 1","pages":""},"PeriodicalIF":1.1,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66764818","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-01-01DOI: 10.1504/ijmri.2023.10059689
Stefano Bennati, Riccardo Barsotti, Francesco Barsi
{"title":"Limit analysis of axisymmetric masonry domes under vertical loads: parametric studies and statically admissible stress fields","authors":"Stefano Bennati, Riccardo Barsotti, Francesco Barsi","doi":"10.1504/ijmri.2023.10059689","DOIUrl":"https://doi.org/10.1504/ijmri.2023.10059689","url":null,"abstract":"","PeriodicalId":43060,"journal":{"name":"International Journal of Masonry Research and Innovation","volume":"33 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136208864","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The geological faults, soil amplification, mass, and stiffness of the building governs its seismic performance. The seismic vulnerability of buildings is assessed in this study considering all the above mentioned parameters. The extended finite fault modelling is used to generate ground motions at the engineering bedrock level. Furthermore, the field tests are carried out using multichannel analysis of surface wave (MASW) equipment on soft and medium soil conditions and results are used for the ground response analysis to obtain surface-level ground motions. These motions are used for nonlinear time history analysis of the reinforced concrete buildings with different masonry infill orientations. Finally, the outcome of the analysis is to derive the fragility curves using inter-storey drift (ISD) as damage measure (DM) and peak ground velocity (PGV) as an intensity measure (IM).
{"title":"Influence of masonry infill configuration on seismic response in RC frame structures over soft and medium soil conditions","authors":"Ronak Motiani, Sandip Vasanwala, Tejaskumar Thaker","doi":"10.1504/ijmri.2023.134177","DOIUrl":"https://doi.org/10.1504/ijmri.2023.134177","url":null,"abstract":"The geological faults, soil amplification, mass, and stiffness of the building governs its seismic performance. The seismic vulnerability of buildings is assessed in this study considering all the above mentioned parameters. The extended finite fault modelling is used to generate ground motions at the engineering bedrock level. Furthermore, the field tests are carried out using multichannel analysis of surface wave (MASW) equipment on soft and medium soil conditions and results are used for the ground response analysis to obtain surface-level ground motions. These motions are used for nonlinear time history analysis of the reinforced concrete buildings with different masonry infill orientations. Finally, the outcome of the analysis is to derive the fragility curves using inter-storey drift (ISD) as damage measure (DM) and peak ground velocity (PGV) as an intensity measure (IM).","PeriodicalId":43060,"journal":{"name":"International Journal of Masonry Research and Innovation","volume":"69 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136306572","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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