{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,3,25]],"date-time":"2025-03-25T22:14:09Z","timestamp":1742940849582,"version":"3.40.3"},"publisher-location":"Cham","reference-count":27,"publisher":"Springer International Publishing","isbn-type":[{"type":"print","value":"9783030869595"},{"type":"electronic","value":"9783030869601"}],"license":[{"start":{"date-parts":[[2021,1,1]],"date-time":"2021-01-01T00:00:00Z","timestamp":1609459200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.springer.com\/tdm"},{"start":{"date-parts":[[2021,1,1]],"date-time":"2021-01-01T00:00:00Z","timestamp":1609459200000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/www.springer.com\/tdm"}],"content-domain":{"domain":["link.springer.com"],"crossmark-restriction":false},"short-container-title":[],"published-print":{"date-parts":[[2021]]},"DOI":"10.1007\/978-3-030-86960-1_56","type":"book-chapter","created":{"date-parts":[[2021,9,10]],"date-time":"2021-09-10T07:02:59Z","timestamp":1631257379000},"page":"718-725","update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":0,"title":["The Impact of Corrosion on the Seismic Assessment of Reinforced Concrete Bridge Piers"],"prefix":"10.1007","author":[{"ORCID":"https:\/\/orcid.org\/0000-0003-4911-1812","authenticated-orcid":false,"given":"Alessandro","family":"Rasulo","sequence":"first","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-5842-7531","authenticated-orcid":false,"given":"Angelo","family":"Pelle","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-8295-0912","authenticated-orcid":false,"given":"Giuseppe","family":"Quaranta","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-7753-1975","authenticated-orcid":false,"given":"Davide","family":"Lavorato","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-6444-0473","authenticated-orcid":false,"given":"Gabriele","family":"Fiorentino","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-0385-201X","authenticated-orcid":false,"given":"Camillo","family":"Nuti","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-8002-2298","authenticated-orcid":false,"given":"Bruno","family":"Briseghella","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"297","published-online":{"date-parts":[[2021,9,11]]},"reference":[{"key":"56_CR1","unstructured":"CEB-FIB. Model Code 2010-Final Draft. The International Federation for Structural Concrete (FIB CEB-FIP), Lausanne, Switzerland (2010)"},{"issue":"S1","key":"56_CR2","doi-asserted-by":"publisher","first-page":"191","DOI":"10.1193\/1.1765106","volume":"20","author":"L Decanini","year":"2004","unstructured":"Decanini, L., De Sortis, A., Goretti, A., Langenbach, R., Mollaioli, F., Rasulo, A.: Performance of masonry buildings during the 2002 Molise, Italy, earthquake. Earthq. Spectra 20(S1), 191\u2013220 (2004)","journal-title":"Earthq. Spectra"},{"issue":"9","key":"56_CR3","doi-asserted-by":"publisher","first-page":"1139","DOI":"10.1061\/(ASCE)0733-9445(2002)128:9(1139)","volume":"128","author":"RP Dhakal","year":"2002","unstructured":"Dhakal, R.P., Maekawa, K.: Modeling for postyield buckling of reinforcement. J. Struct. Eng. 128(9), 1139\u20131147 (2002)","journal-title":"J. Struct. Eng."},{"key":"56_CR4","unstructured":"Eligehausen, R., Bertero, V.V., Popov, E.P.: Local bond stress-slip relationships of deformed bars under generalized excitations: Tests and analytical model. Report No EERC., pp. 83\u201323, Earthquake Engineering Research Center, University of California: Berkeley, CA, USA (1983)"},{"key":"56_CR5","doi-asserted-by":"publisher","first-page":"162","DOI":"10.1016\/j.jcsr.2015.01.017","volume":"107","author":"E Grande","year":"2015","unstructured":"Grande, E., Rasulo, A.: A simple approach for seismic retrofit of low-rise concentric X-braced steel frames. J. Constr. Steel Res. 107, 162\u2013172 (2015)","journal-title":"J. Constr. Steel Res."},{"key":"56_CR6","doi-asserted-by":"publisher","first-page":"983","DOI":"10.1016\/j.engstruct.2013.01.002","volume":"49","author":"E Grande","year":"2013","unstructured":"Grande, E., Rasulo, A.: Seismic assessment of concentric X-braced steel frames. Eng. Struct. 49, 983\u2013995 (2013)","journal-title":"Eng. Struct."},{"key":"56_CR7","doi-asserted-by":"publisher","first-page":"126","DOI":"10.1016\/j.conbuildmat.2019.07.109","volume":"226","author":"S Imperatore","year":"2019","unstructured":"Imperatore, S., Rinaldi, Z.: Experimental behavior and analytical modeling of corroded steel rebars under compression. Constr. Build. Mater. 226, 126\u2013138 (2019)","journal-title":"Constr. Build. Mater."},{"issue":"7","key":"56_CR8","doi-asserted-by":"publisher","first-page":"04017022","DOI":"10.1061\/(ASCE)MT.1943-5533.0001853","volume":"29","author":"MM Kashani","year":"2017","unstructured":"Kashani, M.M.: Size effect on inelastic buckling behavior of accelerated pitted corroded bars in porous media. J. Mater. Civ. Eng. 29(7), 04017022 (2017)","journal-title":"J. Mater. Civ. Eng."},{"issue":"5","key":"56_CR9","doi-asserted-by":"publisher","first-page":"1732","DOI":"10.1002\/suco.201900232","volume":"21","author":"D Lavorato","year":"2020","unstructured":"Lavorato, D., et al.: A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections. Struct. Concr. 21(5), 1732\u20131746 (2020). https:\/\/doi.org\/10.1002\/suco.201900232","journal-title":"Struct. Concr."},{"issue":"8","key":"56_CR10","doi-asserted-by":"publisher","first-page":"1804","DOI":"10.1061\/(ASCE)0733-9445(1988)114:8(1804)","volume":"114","author":"JB Mander","year":"1988","unstructured":"Mander, J.B., Priestley, M.J., Park, R.: Theoretical stress-strain model for confined concrete. J. Struct. Eng. 114(8), 1804\u20131826 (1988)","journal-title":"J. Struct. Eng."},{"key":"56_CR11","unstructured":"McKenna, F., Fenves, G.L., Scott, M.H., Jeremic, B.: Open System for Earthquake Engineering Simulation (OpenSEES). University of California, Berkeley, CA, USA (2000)"},{"key":"56_CR12","doi-asserted-by":"publisher","first-page":"112","DOI":"10.1016\/j.engstruct.2014.06.043","volume":"76","author":"A Meda","year":"2014","unstructured":"Meda, A., Mostosi, S., Rinaldi, Z., Riva, P.: Experimental evaluation of the corrosion influence on the cyclic behaviour of RC columns. Eng. Struct. 76, 112\u2013123 (2014)","journal-title":"Eng. Struct."},{"key":"56_CR13","unstructured":"Menegotto, M., Pinto, P.E.: Method of analysis of cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under normal force and bending. International Association for Bridge and Structural Engineering, vol. 11, pp. 15\u201322 (1973)"},{"issue":"12","key":"56_CR14","doi-asserted-by":"publisher","first-page":"3268","DOI":"10.1061\/(ASCE)0733-9445(1992)118:12(3268)","volume":"118","author":"G Monti","year":"1992","unstructured":"Monti, G., Nuti, C.: Nonlinear cyclic behavior of reinforcing bars including buckling. J. Struct. Eng. 118(12), 3268\u20133284 (1992)","journal-title":"J. Struct. Eng."},{"key":"56_CR15","unstructured":"Monti, G., Nuti, C.: Un modello analitico del comportamento ciclico di barre in acciaio con svergolamento post-elastico. Dipartimento di ingegneria strutturale e geotecnica, Universit\u00e0 degli studi di Roma \u201cLa Sapienza\u201d, Report No. 6 (1991)"},{"issue":"2","key":"56_CR16","doi-asserted-by":"publisher","first-page":"245","DOI":"10.1002\/eqe.622","volume":"36","author":"C Nuti","year":"2007","unstructured":"Nuti, C., Rasulo, A., Vanzi, I.: Seismic safety evaluation of electric power supply at urban level. Earthq. Eng. Struct. Dyn. 36(2), 245\u2013263 (2007)","journal-title":"Earthq. Eng. Struct. Dyn."},{"issue":"1\u20132","key":"56_CR17","doi-asserted-by":"publisher","first-page":"95","DOI":"10.1080\/15732470802663813","volume":"6","author":"C Nuti","year":"2010","unstructured":"Nuti, C., Rasulo, A., Vanzi, I.: Seismic safety of network structures and infrastructures. Struct. Infrastruct. Eng. Maintenance Manag. Life-Cycle 6(1\u20132), 95\u2013110 (2010)","journal-title":"Struct. Infrastruct. Eng. Maintenance Manag. Life-Cycle"},{"key":"56_CR18","doi-asserted-by":"publisher","DOI":"10.1002\/9780470172841","volume-title":"Seismic Design of Reinforced Concrete and Masonry Buildings","author":"T Paulay","year":"1992","unstructured":"Paulay, T., Priestley, M.N.: Seismic Design of Reinforced Concrete and Masonry Buildings, 1st edn. Wiley, Hoboken (1992)","edition":"1"},{"key":"56_CR19","doi-asserted-by":"crossref","unstructured":"Pelle, A., et al.: Time-dependent cyclic behavior of RC bridge columns under chlorides-induced corrosion and rebars buckling. submitted to Structural Concrete (2021)","DOI":"10.1002\/suco.202100257"},{"issue":"5","key":"56_CR20","doi-asserted-by":"publisher","first-page":"583","DOI":"10.1016\/0008-8846(73)90096-3","volume":"3","author":"S Popovics","year":"1973","unstructured":"Popovics, S.: A numerical approach to the complete stress-strain curve of concrete. Cem. Concr. Res. 3(5), 583\u2013599 (1973)","journal-title":"Cem. Concr. Res."},{"key":"56_CR21","unstructured":"Quaranta, G., et al.: Multiphysics finite element analysis and capacity assessment of reinforced concrete bridge piers exposed to chlorides. In: Di Menegotto, P. (eds.) Proceedings of the Italian Concrete Days (ICD) 2020, Naples, 14\u201316 April 2021 (2021)"},{"key":"56_CR22","series-title":"Lecture Notes in Computer Science","doi-asserted-by":"publisher","first-page":"403","DOI":"10.1007\/978-3-319-21470-2_29","volume-title":"Computational Science and Its Applications -- ICCSA 2015","author":"A Rasulo","year":"2015","unstructured":"Rasulo, A., Testa, C., Borzi, B.: Seismic risk analysis at urban scale in Italy. In: Gervasi, O., et al. (eds.) ICCSA 2015. LNCS, vol. 9157, pp. 403\u2013414. Springer, Cham (2015). https:\/\/doi.org\/10.1007\/978-3-319-21470-2_29"},{"key":"56_CR23","series-title":"Lecture Notes in Computer Science","doi-asserted-by":"publisher","first-page":"198","DOI":"10.1007\/978-3-319-42111-7_16","volume-title":"Computational Science and Its Applications -- ICCSA 2016","author":"A Rasulo","year":"2016","unstructured":"Rasulo, A., Fortuna, M.A., Borzi, B.: A seismic risk model for Italy. In: Gervasi, O., et al. (eds.) ICCSA 2016. LNCS, vol. 9788, pp. 198\u2013213. Springer, Cham (2016). https:\/\/doi.org\/10.1007\/978-3-319-42111-7_16"},{"issue":"S1","key":"56_CR24","doi-asserted-by":"publisher","first-page":"301","DOI":"10.1193\/1.1768542","volume":"20","author":"A Rasulo","year":"2004","unstructured":"Rasulo, A., Goretti, A., Nuti, C.: Performance of lifelines during the 2002 Molise, Italy, earthquake. Earthq. Spectra 20(S1), 301\u2013314 (2004)","journal-title":"Earthq. Spectra"},{"issue":"7","key":"56_CR25","doi-asserted-by":"publisher","first-page":"2209","DOI":"10.3390\/app10072209","volume":"10","author":"A Rasulo","year":"2020","unstructured":"Rasulo, A., Pelle, A., Lavorato, D., Fiorentino, G., Nuti, C., Briseghella, B.: Finite element analysis of reinforced concrete bridge piers including a flexure-shear interaction model. Appl. Sci. 10(7), 2209 (2020). https:\/\/doi.org\/10.3390\/app10072209","journal-title":"Appl. Sci."},{"key":"56_CR26","series-title":"Lecture Notes in Computer Science","doi-asserted-by":"publisher","first-page":"463","DOI":"10.1007\/978-3-030-58811-3_34","volume-title":"Computational Science and Its Applications \u2013 ICCSA 2020","author":"A Rasulo","year":"2020","unstructured":"Rasulo, A., Pelle, A., Lavorato, D., Fiorentino, G., Nuti, C., Briseghella, B.: Seismic assessment of reinforced concrete frames: influence of shear-flexure interaction and rebar corrosion. In: Gervasi, O., et al. (eds.) ICCSA 2020. LNCS, vol. 12252, pp. 463\u2013478. Springer, Cham (2020). https:\/\/doi.org\/10.1007\/978-3-030-58811-3_34"},{"key":"56_CR27","unstructured":"Zhou, Z., Nuti, C., Lavorato, D.: Modeling of the mechanical behavior of stainless reinforcing steel. In: Proceedings of the 10th Fib International PhD Symposium in Civil Engineering, Qu\u00e9bec, QC, Canada, pp. 21\u201323 (2014)"}],"container-title":["Lecture Notes in Computer Science","Computational Science and Its Applications \u2013 ICCSA 2021"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/978-3-030-86960-1_56","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2023,1,8]],"date-time":"2023-01-08T23:17:32Z","timestamp":1673219852000},"score":1,"resource":{"primary":{"URL":"https:\/\/link.springer.com\/10.1007\/978-3-030-86960-1_56"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021]]},"ISBN":["9783030869595","9783030869601"],"references-count":27,"URL":"https:\/\/doi.org\/10.1007\/978-3-030-86960-1_56","relation":{},"ISSN":["0302-9743","1611-3349"],"issn-type":[{"type":"print","value":"0302-9743"},{"type":"electronic","value":"1611-3349"}],"subject":[],"published":{"date-parts":[[2021]]},"assertion":[{"value":"11 September 2021","order":1,"name":"first_online","label":"First Online","group":{"name":"ChapterHistory","label":"Chapter History"}},{"value":"ICCSA","order":1,"name":"conference_acronym","label":"Conference Acronym","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"International Conference on Computational Science and Its Applications","order":2,"name":"conference_name","label":"Conference Name","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"Cagliari","order":3,"name":"conference_city","label":"Conference City","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"Italy","order":4,"name":"conference_country","label":"Conference Country","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"2021","order":5,"name":"conference_year","label":"Conference Year","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"13 September 2021","order":7,"name":"conference_start_date","label":"Conference Start Date","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"16 September 2021","order":8,"name":"conference_end_date","label":"Conference End Date","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"21","order":9,"name":"conference_number","label":"Conference Number","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"iccsa2021","order":10,"name":"conference_id","label":"Conference ID","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"https:\/\/iccsa.org\/","order":11,"name":"conference_url","label":"Conference URL","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"Single-blind","order":1,"name":"type","label":"Type","group":{"name":"ConfEventPeerReviewInformation","label":"Peer Review Information (provided by the conference organizers)"}},{"value":"Customed version of CyberChair 4","order":2,"name":"conference_management_system","label":"Conference Management System","group":{"name":"ConfEventPeerReviewInformation","label":"Peer Review Information (provided by the conference organizers)"}},{"value":"1588","order":3,"name":"number_of_submissions_sent_for_review","label":"Number of Submissions Sent for Review","group":{"name":"ConfEventPeerReviewInformation","label":"Peer Review Information (provided by the conference organizers)"}},{"value":"466","order":4,"name":"number_of_full_papers_accepted","label":"Number of Full Papers Accepted","group":{"name":"ConfEventPeerReviewInformation","label":"Peer Review Information (provided by the conference organizers)"}},{"value":"18","order":5,"name":"number_of_short_papers_accepted","label":"Number of Short Papers Accepted","group":{"name":"ConfEventPeerReviewInformation","label":"Peer Review Information (provided by the conference organizers)"}},{"value":"29% - The value is computed by the equation \"Number of Full Papers Accepted \/ Number of Submissions Sent for Review * 100\" and then rounded to a whole number.","order":6,"name":"acceptance_rate_of_full_papers","label":"Acceptance Rate of Full Papers","group":{"name":"ConfEventPeerReviewInformation","label":"Peer Review Information (provided by the conference organizers)"}},{"value":"2,5","order":7,"name":"average_number_of_reviews_per_paper","label":"Average Number of Reviews per Paper","group":{"name":"ConfEventPeerReviewInformation","label":"Peer Review Information (provided by the conference organizers)"}},{"value":"8","order":8,"name":"average_number_of_papers_per_reviewer","label":"Average Number of Papers per Reviewer","group":{"name":"ConfEventPeerReviewInformation","label":"Peer Review Information (provided by the conference organizers)"}},{"value":"Yes","order":9,"name":"external_reviewers_involved","label":"External Reviewers Involved","group":{"name":"ConfEventPeerReviewInformation","label":"Peer Review Information (provided by the conference organizers)"}}]}}