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dc.creatorTerzović, Jefto
dc.creatorKontić, Ana
dc.creatorIlić, Isidora
dc.date.accessioned2023-11-15T11:22:50Z
dc.date.available2023-11-15T11:22:50Z
dc.date.issued2022
dc.identifier.issn0974-5823
dc.identifier.urihttps://raf.arh.bg.ac.rs/handle/123456789/1480
dc.description.abstractIn the proposed design concept, laminated glass and laminated plexiglass, as “unconventional materials”, are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way vertical elements of stiffening are formed, capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated plexiglass had been exposed to the cyclic loads that simulate the seismic force. In this way the load capacity of composite assemblies was tested for the effects of dynamic load that was parallel to assembly plane. Thus, the stress intensity to which composite systems might be exposed was determined as well as the range of the structure stiffening referring to the expressed deformation along with the advantages of a particular type of filling compared to the other one. Using specialized software whose operation is based on the finite element method, a computer model of the structure was created and processed in the case study; the same computer model was used for analysing the problem in the first phase of the design process. The stiffening system based on composite assemblies tested in laboratories is implemented in the computer model. The results of the modal analysis and seismic calculation from the computer model with stiffeners applied showed an efficacy of such a solution, thus rounding the design procedures for aseismic stiffening by using unconventional materials.sr
dc.language.isoensr
dc.publisherKalahari Journalssr
dc.rightsopenAccesssr
dc.sourceInternational Journal of Mechanical Engineeringsr
dc.subjectLaminated glasssr
dc.subjectlaminated plexiglasssr
dc.subjectaseismic stiffeningsr
dc.subjectexperimentsr
dc.subjectlaboratory testingsr
dc.subjectcomputer modelsr
dc.subjectfinite element methodsr
dc.titleAseismic Stiffening of Architectural Buildings as Preventive Restoration Using Unconventional Materialssr
dc.typearticlesr
dc.rights.licenseARRsr
dcterms.abstractТерзовић, Јефто; Контић, Aна; Илић, Исидора; Aсеисмиц Стиффенинг оф Aрцхитецтурал Буилдингс ас Превентиве Ресторатион Усинг Унцонвентионал Материалс; Aсеисмиц Стиффенинг оф Aрцхитецтурал Буилдингс ас Превентиве Ресторатион Усинг Унцонвентионал Материалс;
dc.rights.holderKalahari Journalssr
dc.citation.volume7
dc.citation.issue6
dc.identifier.fulltexthttp://raf.arh.bg.ac.rs/bitstream/id/5098/JUNE-70.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_raf_1480
dc.type.versionpublishedVersionsr


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