Please use this identifier to cite or link to this item: http://hdl.handle.net/11189/6616
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dc.contributor.authorKumar, Aen_US
dc.contributor.authorPallav, Ken_US
dc.date.accessioned2018-10-22T06:26:15Z-
dc.date.available2018-10-22T06:26:15Z-
dc.date.issued2018-
dc.identifier.urihttp://hdl.handle.net/11189/6616-
dc.description.abstractThe present work is focus on time history analysis of 102 years old Indo-Saracenic style stone arch of Senate hall, Allahabad University, India. The senate hall was constructed with old brick masonry and stone masonry in IndoGothic, Hindoo or Hindu-Gothic, Mughal-Gothic, Neo-Mughal style architecture. The main objective of the analysis is to identifying the possible causes of existing damage and deformities in historical structure and actual behavior of stone arch during ground motion. Stochastic finite fault model is used to simulate the ground motion using regional parameter. The geometry of the stone arch is modelled by making use of both existing available drawing and survey performed on the structure. Non-linear dynamic analyses is performed on detailed 3D Finite Element models. The stress variation throughout the arch is shown. The maximum deformation of 0.206 mm is observed at crown level of arch.en_US
dc.language.isoenen_US
dc.publisher16 European Conference On Earthquake Engineeringen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/3.0/za/-
dc.subjectHistorical monumentsen_US
dc.subjectStone archen_US
dc.subjectIn-situ surveyen_US
dc.subjectFinite element modellingen_US
dc.subjectDynamic time history analysisen_US
dc.titleDynamic time history analysis of stone archen_US
dc.type.patentArticleen_US
dc.relation.conferenceProceedings of 16th European Conference on Earthquake Engineering, Thessaloniki, Greeceen_US
Appears in Collections:Eng - Conference Proceedings
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