Crack Width - Seismic Intensity Relationships for Concrete Gravity Dams
| dc.contributor.author | Soysal, Berat Feyza | |
| dc.contributor.author | Arici, Yalin | |
| dc.contributor.authorID | 157572 | tr_TR |
| dc.contributor.other | 06.05. İnşaat Mühendisliği | |
| dc.contributor.other | 06. Mühendislik Fakültesi | |
| dc.contributor.other | 01. Çankaya Üniversitesi | |
| dc.date.accessioned | 2023-11-30T12:38:55Z | |
| dc.date.accessioned | 2025-09-18T15:43:10Z | |
| dc.date.available | 2023-11-30T12:38:55Z | |
| dc.date.available | 2025-09-18T15:43:10Z | |
| dc.date.issued | 2024 | |
| dc.description | Soysal, Berat Feyza/0000-0002-4911-3757 | en_US |
| dc.description.abstract | Seismic assessment of plain concrete structures like gravity dams is generally conducted based on cracking. The responses of two types of gravity dams, i.e. the conventional and roller compacted concrete (RCC), were investigated in this study using a discrete element tool coupled with special reservoir elements. Using incremental dynamic analysis, the relationship between the seismic intensity measures and crack widths on the U/S face of the monolith was obtained. The damage accumulation on conventional and RCC dams was different: The cumulative cracking on the upstream face of the monolith correlated well to a seismic intensity measure representing base shear. | en_US |
| dc.description.sponsorship | Scientific and Technological Research Council of Turkey (TUBITAK) [116M524] | en_US |
| dc.description.sponsorship | This study has been conducted with the funding provided by The Scientific and Technological Research Council of Turkey (TUBITAK) under the grant [116M524]. | en_US |
| dc.identifier.citation | Soysal, Berat Feyza; Arıcı, Yalın. (2023). "Crack Width–Seismic Intensity Relationships for Concrete Gravity Dams", Journal of Earthquake Engineering, | en_US |
| dc.identifier.doi | 10.1080/13632469.2023.2220048 | |
| dc.identifier.issn | 1363-2469 | |
| dc.identifier.issn | 1559-808X | |
| dc.identifier.scopus | 2-s2.0-85161560009 | |
| dc.identifier.uri | https://doi.org/10.1080/13632469.2023.2220048 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.12416/13864 | |
| dc.language.iso | en | en_US |
| dc.publisher | Taylor & Francis Ltd | en_US |
| dc.rights | info:eu-repo/semantics/closedAccess | en_US |
| dc.subject | Discrete Element | en_US |
| dc.subject | Concrete Dam-Reservoir System | en_US |
| dc.subject | Roller Compacted Concrete Dam | en_US |
| dc.subject | Upstream Cracking | en_US |
| dc.subject | Seismic Intensity Measure | en_US |
| dc.title | Crack Width - Seismic Intensity Relationships for Concrete Gravity Dams | en_US |
| dc.title | Crack Width–Seismic Intensity Relationships for Concrete Gravity Dams | tr_TR |
| dc.type | Article | en_US |
| dspace.entity.type | Publication | |
| gdc.author.id | Soysal, Berat Feyza/0000-0002-4911-3757 | |
| gdc.author.institutional | Albostan, Berat Feyza | |
| gdc.author.scopusid | 57000330200 | |
| gdc.author.scopusid | 8685725400 | |
| gdc.author.wosid | Arici, Yalin/Aar-7452-2020 | |
| gdc.author.wosid | Soysal, Berat Feyza/Aad-1354-2021 | |
| gdc.description.department | Çankaya University | en_US |
| gdc.description.departmenttemp | [Soysal, Berat Feyza] Cankaya Univ, Dept Civil Engn, Ankara, Turkiye; [Arici, Yalin] Middle East Tech Univ, Dept Civil Engn, Ankara, Turkiye | en_US |
| gdc.description.endpage | 581 | en_US |
| gdc.description.issue | 2 | en_US |
| gdc.description.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
| gdc.description.scopusquality | Q2 | |
| gdc.description.startpage | 565 | en_US |
| gdc.description.volume | 28 | en_US |
| gdc.description.woscitationindex | Science Citation Index Expanded | |
| gdc.description.wosquality | Q2 | |
| gdc.identifier.openalex | W4379515456 | |
| gdc.identifier.wos | WOS:000999549100001 | |
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| gdc.openalex.normalizedpercentile | 0.77 | |
| gdc.opencitations.count | 7 | |
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| gdc.plumx.scopuscites | 7 | |
| gdc.scopus.citedcount | 7 | |
| gdc.wos.citedcount | 6 | |
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