{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,3,3]],"date-time":"2026-03-03T07:13:42Z","timestamp":1772522022794,"version":"3.50.1"},"reference-count":0,"publisher":"Bentham Science Publishers Ltd.","issue":"1","license":[{"start":{"date-parts":[[2013,12,30]],"date-time":"2013-12-30T00:00:00Z","timestamp":1388361600000},"content-version":"unspecified","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/legalcode"}],"content-domain":{"domain":["openconstructionbuildingtechnologyjournal.com","benthamopen.com"],"crossmark-restriction":true},"short-container-title":["TOBCTJ"],"published-print":{"date-parts":[[2013,12,30]]},"abstract":"<jats:p>The present paper presents a comparison of seismic provisions of three seismic design codes, the Philippine\ncode, Eurocode 8 and the American code, to the most common ordinary residential frames of standard occupancy. Regular\nand irregular reinforced concrete frames were analyzed and compared for four storey building types. The response\nspectrum and the seismic parameters of NSCP 2010 were considered for the horizontal load action with different load\ncombinations. Response spectrum analysis and equivalent lateral force analysis were performed using SAP2000 software\npackage. Five representative columns for each RC frame structure were analyzed. Based on the results of column axial\nload - bending moment interaction diagrams, EC8 was found to be conservative when compared to NSCP 2010 and 2009\nIBC. The conclusion is that for the design and analysis of ordinary RC residential buildings with certain irregularity, EC8\nprovisions were considered to be safer.<\/jats:p>","DOI":"10.2174\/1874836801307010221","type":"journal-article","created":{"date-parts":[[2014,4,16]],"date-time":"2014-04-16T06:19:07Z","timestamp":1397629147000},"page":"221-229","update-policy":"https:\/\/doi.org\/10.2174\/crossmark_policy","source":"Crossref","is-referenced-by-count":11,"title":["Comparative Analysis of RC Irregular Buildings Designed According to Different Seismic Design Codes"],"prefix":"10.2174","volume":"7","author":[{"given":"Jaime","family":"Landingin","sequence":"first","affiliation":[]},{"given":"Hugo","family":"Rodrigues","sequence":"additional","affiliation":[]},{"given":"Humberto","family":"Varum","sequence":"additional","affiliation":[]},{"given":"Ant\u00f3nio","family":"Ar\u00eade","sequence":"additional","affiliation":[]},{"given":"An\u00edbal","family":"Costa","sequence":"additional","affiliation":[]}],"member":"965","container-title":["The Open Construction and Building Technology Journal"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/openconstructionbuildingtechnologyjournal.com\/contents\/volumes\/V7\/TOBCTJ-7-221\/TOBCTJ-7-221.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/openconstructionbuildingtechnologyjournal.com\/contents\/volumes\/V7\/TOBCTJ-7-221\/TOBCTJ-7-221.xml","content-type":"application\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/openconstructionbuildingtechnologyjournal.com\/contents\/volumes\/V7\/TOBCTJ-7-221\/TOBCTJ-7-221.pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2019,4,24]],"date-time":"2019-04-24T11:01:00Z","timestamp":1556103660000},"score":1,"resource":{"primary":{"URL":"https:\/\/openconstructionbuildingtechnologyjournal.com\/VOLUME\/7\/PAGE\/221\/"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2013,12,30]]},"references-count":0,"journal-issue":{"issue":"1","published-print":{"date-parts":[[2013,12,30]]}},"alternative-id":["TOBCTJ-7-221"],"URL":"https:\/\/doi.org\/10.2174\/1874836801307010221","relation":{},"ISSN":["1874-8368"],"issn-type":[{"value":"1874-8368","type":"print"}],"subject":[],"published":{"date-parts":[[2013,12,30]]},"assertion":[{"value":"Peer Reviewed","order":0,"name":"review_status","label":"Review Status","group":{"name":"peer_review_details","label":"Peer Review Details"}},{"value":"Single blind","order":1,"name":"review_process","label":"Review Process","group":{"name":"peer_review_details","label":"Peer Review Details"}},{"value":"Checked with iThenticate","order":0,"name":"screening_status","label":"Screening Status","group":{"name":"plagiarism_screening","label":"Plagiarism Screening"}},{"value":"2013-10-18","order":0,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2013-12-17","order":1,"name":"revised","label":"Revised","group":{"name":"publication_history","label":"Publication History"}},{"value":"2013-12-17","order":2,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2013-12-30","order":3,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}}]}}