{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,2,18]],"date-time":"2026-02-18T04:32:46Z","timestamp":1771389166736,"version":"3.50.1"},"reference-count":27,"publisher":"Wiley","issue":"2","license":[{"start":{"date-parts":[[2015,5,1]],"date-time":"2015-05-01T00:00:00Z","timestamp":1430438400000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"},{"start":{"date-parts":[[2015,5,1]],"date-time":"2015-05-01T00:00:00Z","timestamp":1430438400000},"content-version":"tdm","delay-in-days":0,"URL":"http:\/\/doi.wiley.com\/10.1002\/tdm_license_1.1"},{"start":{"date-parts":[[2015,5,1]],"date-time":"2015-05-01T00:00:00Z","timestamp":1430438400000},"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":[[2015,5]]},"abstract":"<jats:p>Recent earthquakes have clearly shown the high vulnerability of existing reinforced concrete (RC) structures. There is a crucial need to find cost\u2010effective and efficient strategies and methods to strengthen a large number of buildings (i.e., at a regional scale) before future major earthquakes occur. A viable strategy to prevent potential damage caused by earthquakes could be to selectively upgrade local capacity of individual structural components. In the aftermath of the 6 April 2009\u00a0L'Aquila earthquake, local retrofit work based on the use of fiber polymer reinforcement (FRP) were executed to increase the seismic capacity of lightly damaged public and private buildings. According to theoretical analyses carried out on six reinforced concrete (RC) school buildings in L'Aquila, a seismic safety level of about 60% of that requested in the design of a new building can be achieved in most cases by FRP\u2010based strengthening of exterior joints.<\/jats:p>","DOI":"10.1193\/122912eqs361m","type":"journal-article","created":{"date-parts":[[2014,1,6]],"date-time":"2014-01-06T19:15:43Z","timestamp":1389035743000},"page":"1083-1102","update-policy":"https:\/\/doi.org\/10.1177\/sage-journals-update-policy","source":"Crossref","is-referenced-by-count":47,"title":["Local Strengthening of Reinforced Concrete Structures as a Strategy for Seismic Risk Mitigation at Regional Scale"],"prefix":"10.1002","volume":"31","author":[{"given":"Raffaele","family":"Frascadore","sequence":"first","affiliation":[{"name":"University of Naples Federico II Department of Structure for Engineering and Architecture via Claudio 21 80125 Naples Italy"}]},{"given":"Marco","family":"Di Ludovico","sequence":"additional","affiliation":[{"name":"University of Naples Federico II Department of Structure for Engineering and Architecture via Claudio 21 80125 Naples Italy"}]},{"given":"Andrea","family":"Prota","sequence":"additional","affiliation":[{"name":"University of Naples Federico II Department of Structure for Engineering and Architecture via Claudio 21 80125 Naples Italy"}]},{"given":"Gerardo Mario","family":"Verderame","sequence":"additional","affiliation":[{"name":"University of Naples Federico II Department of Structure for Engineering and Architecture via Claudio 21 80125 Naples Italy"}]},{"given":"Gaetano","family":"Manfredi","sequence":"additional","affiliation":[{"name":"University of Naples Federico II Department of Structure for Engineering and Architecture via Claudio 21 80125 Naples Italy"}]},{"given":"Mauro","family":"Dolce","sequence":"additional","affiliation":[{"name":"Presidency of Council of Ministers \u2010 Civil Protection Department"}]},{"given":"Edoardo","family":"Cosenza","sequence":"additional","affiliation":[{"name":"University of Naples Federico II Department of Structure for Engineering and Architecture via Claudio 21 80125 Naples Italy"}]}],"member":"311","published-online":{"date-parts":[[2015,5]]},"reference":[{"key":"e_1_2_10_2_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)CC.1943-5614.0000242"},{"key":"e_1_2_10_3_1","doi-asserted-by":"publisher","DOI":"10.1061\/9780784408841"},{"key":"e_1_2_10_4_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)1090-0268(2003)7:1(39)"},{"key":"e_1_2_10_5_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2011.10.025"},{"key":"e_1_2_10_6_1","unstructured":"BaggioC.BernardiniA.ColozzaR.CorozzaL.CoppariS.Della BellaM.Di PasqualeG.DolceM.GorettiA.MartinelliA.OrsiniG.PapaF.andZuccaroG.2000.Manuale per la Compilazione della Scheda di I Livello di Rilevamento Danno Pronto Intervento e Agibilit\u00e0 per Edifici Ordinari nell'Emergenza Post\u2010Sismica Servizio Sismica Nazionale e Gruppo Nazionale della Difesa dai Terremoti (in Italian)."},{"key":"e_1_2_10_7_1","first-page":"773","article-title":"Degradation of shear strength of reinforced concrete members with inelastic cyclic displacements","volume":"101","author":"Biskinis D. 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