Yayın: Targeted in-plane seismic strengthening of prefabricated rc structures using a novel damper configuration
| dc.contributor.author | Livaoğlu, Ramazan | |
| dc.contributor.author | Timuragaoğlu, Mehmet Ömer | |
| dc.contributor.author | Hakan, Özkan | |
| dc.contributor.buuauthor | LİVAOĞLU, RAMAZAN | |
| dc.contributor.buuauthor | TİMURAĞAOĞLU, MEHMET ÖMER | |
| dc.contributor.buuauthor | Hakan, Özkan | |
| dc.contributor.department | Mühendislik Fakültesi | |
| dc.contributor.department | İnşaat Mühendisliği Bölümü | |
| dc.contributor.researcherid | M-6474-2014 | |
| dc.contributor.researcherid | ABF-2355-2020 | |
| dc.contributor.researcherid | NXP-9493-2025 | |
| dc.date.accessioned | 2025-10-21T09:10:43Z | |
| dc.date.issued | 2025-08-17 | |
| dc.description.abstract | The seismic vulnerability of reinforced-concrete prefabricated structures (RC-PS) has been repeatedly demonstrated following major earthquakes in T & uuml;rkiye, notably the 1999 Kocaeli and 2023 Kahramanmara & scedil; events. These failures have underscored the urgent need for effective retrofit strategies tailored to the specific characteristics of RC-PS systems commonly found in the region. This study proposes and investigates a novel application of fluid viscous dampers (FVDs) with a unique X-direction corner configuration specifically designed for pin-connected RC-PS structures. A representative three-dimensional nonlinear model, incorporating realistic joint behavior and equivalent infill wall struts, was developed to simulate typical structural response. FVDs were modeled using Maxwell-based link elements. Nonlinear time-history analyses (NTHA) were performed using bidirectional ground motions across a range of soil conditions. The effectiveness of the proposed retrofit approach was evaluated based on structural and joint demand-to-capacity (D/C) ratios, plastic energy dissipation, and effective damping. The findings offer new insights into targeted energy dissipation strategies for vulnerable prefabricated systems and contribute to performance-based retrofit design in seismic-prone regions. | |
| dc.identifier.doi | 10.1080/13632469.2025.2546626 | |
| dc.identifier.issn | 1363-2469 | |
| dc.identifier.scopus | 2-s2.0-105013318463 | |
| dc.identifier.uri | https://doi.org/10.1080/13632469.2025.2546626 | |
| dc.identifier.uri | https://hdl.handle.net/11452/55891 | |
| dc.identifier.wos | 001550417100001 | |
| dc.indexed.wos | WOS.SCI | |
| dc.language.iso | en | |
| dc.publisher | Taylor & francis ltd | |
| dc.relation.journal | Journal of earthquake engineering | |
| dc.subject | To-colomun connections | |
| dc.subject | Industriel buildings | |
| dc.subject | Precast | |
| dc.subject | Performance | |
| dc.subject | Earthqgeke | |
| dc.subject | Behavivor | |
| dc.subject | Frames | |
| dc.subject | Resistance | |
| dc.subject | Turkey | |
| dc.subject | Damage | |
| dc.subject | Prefabricated structures | |
| dc.subject | Structural strengthening with fluid viscous damper | |
| dc.subject | Structural performance | |
| dc.subject | Infill wall | |
| dc.subject | Science & technology | |
| dc.subject | Technology | |
| dc.subject | Physical sciences | |
| dc.subject | Engineering, civil | |
| dc.subject | Engineering, geological | |
| dc.subject | Geosciences, multidisciplinary | |
| dc.subject | Engineering | |
| dc.subject | Geology | |
| dc.title | Targeted in-plane seismic strengthening of prefabricated rc structures using a novel damper configuration | |
| dc.type | Article | |
| dspace.entity.type | Publication | |
| local.contributor.department | Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü | |
| local.indexed.at | WOS | |
| local.indexed.at | Scopus | |
| relation.isAuthorOfPublication | a24f409a-e682-432b-8e20-e1393c6199ee | |
| relation.isAuthorOfPublication | 0c6a8213-e120-43a5-a57a-8e36dc09d0a4 | |
| relation.isAuthorOfPublication.latestForDiscovery | a24f409a-e682-432b-8e20-e1393c6199ee |
