{"id":"https://openalex.org/W7218916670","doi":"https://doi.org/10.12989/eas.2023.24.3.165","title":"Seismic response of adjacent buildings interconnected by viscous dampers considering soil-structure interaction","display_name":"Seismic response of adjacent buildings interconnected by viscous dampers considering soil-structure interaction","publication_year":2023,"publication_date":"2023-01-01","ids":{"openalex":"https://openalex.org/W7218916670","doi":"https://doi.org/10.12989/eas.2023.24.3.165"},"language":"en","primary_location":{"id":"pmh:oai:openaccess.bayburt.edu.tr:20.500.12403/3675","doi":"https://doi.org/10.12989/eas.2023.24.3.165","is_oa":true,"landing_page_url":"http://hdl.handle.net/20.500.12403/3675","pdf_url":null,"source":{"id":"https://openalex.org/S7407055299","display_name":"DSpace@Bayburt","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"repository"},"license":"cc-by-nc-nd","license_id":"https://openalex.org/licenses/cc-by-nc-nd","version":"submittedVersion","is_accepted":false,"is_published":false,"raw_source_name":null,"raw_type":"Article"},"volume":null,"type":"article","is_traditional":true,"indexed_in":[],"open_access":{"is_oa":true,"oa_status":"green","oa_url":"http://hdl.handle.net/20.500.12403/3675","any_repository_has_fulltext":true},"authorships":[{"author_position":"first","author":{"id":"https://openalex.org/A5040274889","display_name":"Yavuz Selim Hatipo\u011flu","orcid":"https://orcid.org/0000-0003-2094-1695","observed_orcids":["https://orcid.org/0000-0003-2094-1695"]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"Hatipoglu, Yavuz S.","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]},{"author_position":"last","author":{"id":"https://openalex.org/A5022291316","display_name":"O\u011fuz Ak\u0131n D\u00fczg\u00fcn","orcid":"https://orcid.org/0000-0003-0842-9031","observed_orcids":["https://orcid.org/0000-0003-0842-9031"]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"Duzgun, Oguz A.","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]}],"institutions":[],"countries_distinct_count":0,"institutions_distinct_count":0,"corresponding_author_ids":[],"corresponding_institution_ids":[],"apc_list":null,"apc_paid":null,"fwci":0.2135,"has_fulltext":false,"cited_by_count":2,"citation_normalized_percentile":{"value":0.42676369,"is_in_top_1_percent":false,"is_in_top_10_percent":false},"cited_by_percentile_year":{"min":89,"max":95},"biblio":{"volume":null,"issue":null,"first_page":null,"last_page":null},"is_retracted":false,"is_paratext":false,"is_xpac":false,"primary_topic":{"id":"https://openalex.org/T10690","display_name":"Vibration Control and Rheological Fluids","score":0.6234999895095825,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},"topics":[{"id":"https://openalex.org/T10690","display_name":"Vibration Control and Rheological Fluids","score":0.6234999895095825,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},{"id":"https://openalex.org/T10160","display_name":"Seismic Performance and Analysis","score":0.31470000743865967,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},{"id":"https://openalex.org/T12233","display_name":"Geotechnical Engineering and Underground Structures","score":0.03830000013113022,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}}],"keywords":[{"id":"https://openalex.org/keywords/fluid-viscous-dampers","display_name":"fluid viscous dampers","score":0.9359999895095825},{"id":"https://openalex.org/keywords/soil-structure-interaction","display_name":"soil-structure interaction","score":0.9190000295639038},{"id":"https://openalex.org/keywords/adjacent-buildings","display_name":"adjacent buildings","score":0.9390000104904175},{"id":"https://openalex.org/keywords/coupled-structures","display_name":"coupled structures","score":0.6380000114440918},{"id":"https://openalex.org/keywords/seismic-response-mitigation","display_name":"seismic response mitigation","score":0.7979999780654907},{"id":"https://openalex.org/keywords/seismic-excitation","display_name":"seismic excitation","score":0.796999990940094},{"id":"https://openalex.org/keywords/absorbing-boundary-conditions","display_name":"absorbing boundary conditions","score":0.8820000290870667},{"id":"https://openalex.org/keywords/soil-type-effects","display_name":"soil type effects","score":0.7839999794960022},{"id":"https://openalex.org/keywords/base-shear","display_name":"base shear","score":0.5820000171661377},{"id":"https://openalex.org/keywords/roof-displacement","display_name":"roof displacement","score":0.7549999952316284},{"id":"https://openalex.org/keywords/base-bending-moment","display_name":"base bending moment","score":0.7799999713897705},{"id":"https://openalex.org/keywords/lateral-stiffness","display_name":"lateral stiffness","score":0.8949999809265137}],"concepts":[{"id":"https://openalex.org/C66938386","wikidata":"https://www.wikidata.org/wiki/Q633538","display_name":"Structural engineering","level":1,"score":0.6033999919891357},{"id":"https://openalex.org/C70673446","wikidata":"https://www.wikidata.org/wiki/Q857244","display_name":"Bending moment","level":2,"score":0.5663999915122986},{"id":"https://openalex.org/C127313418","wikidata":"https://www.wikidata.org/wiki/Q1069","display_name":"Geology","level":0,"score":0.5504000186920166},{"id":"https://openalex.org/C2779372316","wikidata":"https://www.wikidata.org/wiki/Q569057","display_name":"Stiffness","level":2,"score":0.5303999781608582},{"id":"https://openalex.org/C187320778","wikidata":"https://www.wikidata.org/wiki/Q1349130","display_name":"Geotechnical engineering","level":1,"score":0.5224000215530396},{"id":"https://openalex.org/C182310444","wikidata":"https://www.wikidata.org/wiki/Q1332643","display_name":"Boundary value problem","level":2,"score":0.4970000088214874},{"id":"https://openalex.org/C2779622475","wikidata":"https://www.wikidata.org/wiki/Q7554963","display_name":"Soil structure interaction","level":3,"score":0.4945000112056732},{"id":"https://openalex.org/C135628077","wikidata":"https://www.wikidata.org/wiki/Q220184","display_name":"Finite element method","level":2,"score":0.44999998807907104},{"id":"https://openalex.org/C96035792","wikidata":"https://www.wikidata.org/wiki/Q43606218","display_name":"Shear (geology)","level":2,"score":0.4032000005245209},{"id":"https://openalex.org/C42058472","wikidata":"https://www.wikidata.org/wiki/Q810214","display_name":"Base (topology)","level":2,"score":0.40230000019073486},{"id":"https://openalex.org/C2776748203","wikidata":"https://www.wikidata.org/wiki/Q83180","display_name":"Roof","level":2,"score":0.39079999923706055},{"id":"https://openalex.org/C62354387","wikidata":"https://www.wikidata.org/wiki/Q875399","display_name":"Boundary (topology)","level":2,"score":0.38909998536109924},{"id":"https://openalex.org/C22140971","wikidata":"https://www.wikidata.org/wiki/Q7492174","display_name":"Shear force","level":2,"score":0.38609999418258667},{"id":"https://openalex.org/C87210426","wikidata":"https://www.wikidata.org/wiki/Q1072476","display_name":"Bending","level":2,"score":0.385699987411499},{"id":"https://openalex.org/C2780966255","wikidata":"https://www.wikidata.org/wiki/Q5474306","display_name":"Foundation (evidence)","level":2,"score":0.37119999527931213},{"id":"https://openalex.org/C140096630","wikidata":"https://www.wikidata.org/wiki/Q3423628","display_name":"Damper","level":2,"score":0.34310001134872437},{"id":"https://openalex.org/C205951836","wikidata":"https://www.wikidata.org/wiki/Q1147751","display_name":"Finite difference method","level":2,"score":0.3393000066280365},{"id":"https://openalex.org/C181330731","wikidata":"https://www.wikidata.org/wiki/Q2068418","display_name":"Finite difference","level":2,"score":0.33149999380111694},{"id":"https://openalex.org/C128172907","wikidata":"https://www.wikidata.org/wiki/Q4887116","display_name":"Bending stiffness","level":3,"score":0.3111000061035156},{"id":"https://openalex.org/C170901245","wikidata":"https://www.wikidata.org/wiki/Q7492192","display_name":"Shear wall","level":2,"score":0.30869999527931213},{"id":"https://openalex.org/C48753275","wikidata":"https://www.wikidata.org/wiki/Q11216","display_name":"Numerical analysis","level":2,"score":0.28200000524520874},{"id":"https://openalex.org/C127893833","wikidata":"https://www.wikidata.org/wiki/Q7492185","display_name":"Shear strength (soil)","level":3,"score":0.2750999927520752},{"id":"https://openalex.org/C127413603","wikidata":"https://www.wikidata.org/wiki/Q11023","display_name":"Engineering","level":0,"score":0.26759999990463257},{"id":"https://openalex.org/C123060433","wikidata":"https://www.wikidata.org/wiki/Q2026731","display_name":"Seismic loading","level":2,"score":0.25870001316070557},{"id":"https://openalex.org/C57879066","wikidata":"https://www.wikidata.org/wiki/Q41217","display_name":"Mechanics","level":1,"score":0.2531000077724457}],"mesh":[],"locations_count":1,"locations":[{"id":"pmh:oai:openaccess.bayburt.edu.tr:20.500.12403/3675","doi":"https://doi.org/10.12989/eas.2023.24.3.165","is_oa":true,"landing_page_url":"http://hdl.handle.net/20.500.12403/3675","pdf_url":null,"source":{"id":"https://openalex.org/S7407055299","display_name":"DSpace@Bayburt","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"repository"},"license":"cc-by-nc-nd","license_id":"https://openalex.org/licenses/cc-by-nc-nd","version":"submittedVersion","is_accepted":false,"is_published":false,"raw_source_name":null,"raw_type":"Article"}],"best_oa_location":{"id":"pmh:oai:openaccess.bayburt.edu.tr:20.500.12403/3675","doi":"https://doi.org/10.12989/eas.2023.24.3.165","is_oa":true,"landing_page_url":"http://hdl.handle.net/20.500.12403/3675","pdf_url":null,"source":{"id":"https://openalex.org/S7407055299","display_name":"DSpace@Bayburt","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"repository"},"license":"cc-by-nc-nd","license_id":"https://openalex.org/licenses/cc-by-nc-nd","version":"submittedVersion","is_accepted":false,"is_published":false,"raw_source_name":null,"raw_type":"Article"},"sustainable_development_goals":[{"id":"https://metadata.un.org/sdg/11","score":0.5142999887466431,"display_name":"Sustainable cities and communities"}],"study_designs":[],"awards":[],"funders":[],"has_content":{"grobid_xml":false,"pdf":false},"content_urls":null,"referenced_works_count":0,"referenced_works":[],"related_works":["https://openalex.org/W3213585469","https://openalex.org/W7153573166","https://openalex.org/W2333088148","https://openalex.org/W4294678828","https://openalex.org/W2742912144","https://openalex.org/W2021055162","https://openalex.org/W4382598044","https://openalex.org/W7038343739","https://openalex.org/W4323357081","https://openalex.org/W2294302357"],"abstract_inverted_index":{"The":[0,35,93],"effectiveness":[1,157],"of":[2,11,44,63,83,125,148,158],"fluid":[3],"viscous":[4,159],"dampers":[5],"(FVDs)":[6],"on":[7,60,101,155],"dynamic":[8,80],"response":[9,81,104],"mitigation":[10,82],"coupled":[12,119],"two":[13],"adjacent":[14,46,85,117],"structures":[15,118],"was":[16,29,105,112],"investigated,":[17],"considering":[18,89],"soil-structure":[19],"interaction":[20],"(SSI)":[21],"effects":[22,154],"under":[23],"earthquake":[24],"excitation.":[25],"A":[26],"numerical":[27,42],"procedure":[28],"employed":[30],"to":[31,68,75,107,141],"evaluate":[32],"system":[33,103],"response.":[34],"finite":[36,64],"elements":[37],"were":[38,54,73],"used":[39,55],"for":[40,79],"the":[41,45,61,69,71,84,90,97,102,122,126,129,134,149,156],"treatment":[43],"buildings":[47],"and":[48,133],"soil":[49,65,91,109],"region.":[50,66],"Viscous":[51],"boundary":[52],"conditions":[53],"as":[56],"special":[57],"non-reflecting":[58],"boundaries":[59],"edges":[62],"According":[67],"results,":[70],"FVDs":[72],"found":[74,106],"be":[76,108],"very":[77],"effective":[78],"buildings,":[86],"even":[87],"if":[88],"medium.":[92],"results":[94],"showed":[95],"that":[96,115],"most":[98],"affecting":[99],"parameter":[100],"type.":[110],"It":[111],"also":[113],"concluded":[114],"when":[116],"by":[120],"FVDs,":[121],"maximum":[123],"values":[124],"roof":[127],"displacements,":[128],"base":[130,135],"shear":[131],"forces,":[132],"bending":[136],"moments":[137],"could":[138],"decrease":[139],"up":[140],"around":[142],"50%.":[143],"Changing":[144],"in":[145],"lateral":[146],"stiffness":[147],"one":[150],"building":[151],"has":[152],"minor":[153],"dampers.":[160]},"counts_by_year":[{"year":2026,"cited_by_count":1},{"year":2025,"cited_by_count":1}],"updated_date":"2026-10-31T12:09:11.096373","created_date":"2026-10-04T00:00:00"}