{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,8,18]],"date-time":"2026-08-18T02:45:50Z","timestamp":1787021150078,"version":"build-2736575974"},"reference-count":39,"publisher":"Wiley","issue":"3","license":[{"start":{"date-parts":[[2015,8,1]],"date-time":"2015-08-01T00:00:00Z","timestamp":1438387200000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"},{"start":{"date-parts":[[2015,8,1]],"date-time":"2015-08-01T00:00:00Z","timestamp":1438387200000},"content-version":"tdm","delay-in-days":0,"URL":"http:\/\/doi.wiley.com\/10.1002\/tdm_license_1.1"},{"start":{"date-parts":[[2015,8,1]],"date-time":"2015-08-01T00:00:00Z","timestamp":1438387200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/journals.sagepub.com\/page\/policies\/text-and-data-mining-license"}],"content-domain":{"domain":["journals.sagepub.com"],"crossmark-restriction":true},"short-container-title":["Earthquake Spectra"],"published-print":{"date-parts":[[2015,8]]},"abstract":"<jats:p>A law known as the \u201cUrban Renewal Law\u201d for risk mitigation was passed in Turkey in May 2012. The major focus of the law is to reduce the expected seismic risk due to the vulnerability of existing buildings. For this purpose, new provisions are set forth to investigate and to classify seismically vulnerable residential buildings as quickly as possible. Afterward, such deficient buildings are demolished, and new buildings are constructed through the financing options provided by the government. Although the strengthening of deficient buildings still remains an option, it is not encouraged, especially for older structures with critical deficiencies. In this article, the technical provisions for seismic risk assessment are presented. Special emphases are given to member ductility and deformation limits to be used in linear elastic assessment procedures. A simple procedure, given as an option, to consider the beneficial presence of infill walls at low deformations is presented. Finally, results are given for case study buildings.<\/jats:p>","DOI":"10.1193\/040513eqs093m","type":"journal-article","created":{"date-parts":[[2013,8,23]],"date-time":"2013-08-23T12:01:45Z","timestamp":1377259305000},"page":"1353-1370","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":14,"title":["Provisions for the Seismic Risk Evaluation of Existing Reinforced Concrete Buildings in Turkey under the Urban Renewal Law"],"prefix":"10.1002","volume":"31","author":[{"given":"Baris","family":"Binici","sequence":"first","affiliation":[{"name":"Middle East Technical University Department of Civil Engineering Ankara Turkey"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Ahmet","family":"Yakut","sequence":"additional","affiliation":[{"name":"TED University Department of Civil Engineering Ankara Turkey"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Guney","family":"Ozcebe","sequence":"additional","affiliation":[{"name":"Middle East Technical University Department of Civil Engineering Ankara Turkey"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Atila","family":"Erenler","sequence":"additional","affiliation":[{"name":"Ministry of Environment and Urbanization Ankara Turkey"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"311","published-online":{"date-parts":[[2015,8]]},"reference":[{"key":"e_1_2_9_2_1","doi-asserted-by":"publisher","DOI":"10.1193\/1.1585912"},{"key":"e_1_2_9_3_1","unstructured":"American Concrete Institute (ACI) 2013.Code Requirements for Evaluation Repair and Rehabilitation of Concrete Buildings (ACI 562\u201013) and Commentary Farmington Hills."},{"key":"e_1_2_9_4_1","unstructured":"American Society of Civil Engineers (ASCE) 2000.Prestandard and Commentary for the Seismic Rehabilitation of Buildings FEMA 356 Reston VA."},{"key":"e_1_2_9_5_1","unstructured":"American Society of Civil Engineers (ASCE) 2007a.Seismic Rehabilitation of Existing Buildings Report No. ASCE\/SEI 41\u201006 Reston VA."},{"key":"e_1_2_9_6_1","unstructured":"American Society of Civil Engineers (ASCE) 2007b.Seismic Rehabilitation of Existing Buildings Report No. ASCE\/SEI 41\u201006\u2010Supplement 1 Reston VA."},{"key":"e_1_2_9_7_1","unstructured":"AngelR. 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