Приказ основних података о документу
Performance Analysis of Damaged Buildings Applying Scenario of Related Non-Linear Analyses and Damage Coefficient
Analiza performansi oštećenih objekata, primenom scenarija povezanih nelinearnih analiza i koeficijenta oštećenja
dc.creator | Ćosić, Mladen | |
dc.creator | Folić, Radomir | |
dc.date.accessioned | 2023-12-13T10:00:54Z | |
dc.date.available | 2023-12-13T10:00:54Z | |
dc.date.issued | 2015 | |
dc.identifier.issn | 0543-0798 | |
dc.identifier.uri | http://rims.institutims.rs/handle/123456789/759 | |
dc.description.abstract | The paper deals with a methodology developed and presented for analyzing the damage on structures exposed to accidental and seismic actions. The procedure is based on non-linear numerical analysis, taking into account the principles of Performance-Based Seismic Design (PBSD). The stiffness matrix of the effects of vertical action is used as the initial stiffness matrix in non-linear analysis which simulates the collapse of individual ground-floor columns, forming thereby a number of possible scenarios. By the end of the analysis that simulates the collapse of individual columns, the stiffness matrix is used as the initial stiffness matrix for Non-linear Static Pushover Analysis (NSPA) of bi-directional seismic action (X and Y directions). Target displacement analyses were conducted using the Capacity Spectrum Method (CSM). The structure's conditions/state was assessed based on the calculated global and inter-storey drifts and the damage coefficient developed. The damage level to the building was established using an integrated approach based on global and inter-storey drifts, so that, depending on the level of displacements for which the drifts are identified, a more reliable answer can be obtained. Applying the damage coefficient, a prompt, reliable and accurate indication can be obtained on the damage level to the entire structure in the capacitive domain, from elastic and non-linear to collapse state. | sr |
dc.language.iso | sr | sr |
dc.language.iso | en | sr |
dc.relation | info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36043/RS// | sr |
dc.rights | openAccess | sr |
dc.rights.uri | https://creativecommons.org/licenses/by-sa/4.0/ | |
dc.source | Gradjevinski materijali i konstrukcije | sr |
dc.subject | non-linear analysis | sr |
dc.subject | scenario | sr |
dc.subject | accidental and seismic action | sr |
dc.subject | damage coefficient | sr |
dc.title | Performance Analysis of Damaged Buildings Applying Scenario of Related Non-Linear Analyses and Damage Coefficient | sr |
dc.title | Analiza performansi oštećenih objekata, primenom scenarija povezanih nelinearnih analiza i koeficijenta oštećenja | sr |
dc.type | article | sr |
dc.rights.license | BY-SA | sr |
dc.citation.epage | 27 | |
dc.citation.issue | 3 | |
dc.citation.spage | 3 | |
dc.citation.volume | 58 | |
dc.identifier.doi | 10.5937/grmk1503003c | |
dc.identifier.fulltext | http://rims.institutims.rs/bitstream/id/1634/bitstream_1634.pdf | |
dc.identifier.wos | 000381277400001 | |
dc.type.version | publishedVersion | sr |