{"id":"https://openalex.org/W560299368","doi":null,"title":"EFFECTIVENESS OF EXISTING BRIDGE DESIGN METHODOLOGY IN RESISTING EARTHQUAKES--PHASE IV: EXPERIMENTAL MODEL STUDIES ON THE SEISMIC RESPONSE OF HIGH CURVED OVERCROSSINGS","display_name":"EFFECTIVENESS OF EXISTING BRIDGE DESIGN METHODOLOGY IN RESISTING EARTHQUAKES--PHASE IV: EXPERIMENTAL MODEL STUDIES ON THE SEISMIC RESPONSE OF HIGH CURVED OVERCROSSINGS","publication_year":1976,"publication_date":"1976-06-01","ids":{"openalex":"https://openalex.org/W560299368","mag":"560299368"},"language":"en","primary_location":{"id":"mag:560299368","doi":null,"is_oa":false,"landing_page_url":"https://trid.trb.org/view/67983","pdf_url":null,"source":null,"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":null,"raw_type":null},"volume":null,"type":"article","indexed_in":[],"open_access":{"is_oa":false,"oa_status":"closed","oa_url":null,"any_repository_has_fulltext":false},"authorships":[{"author_position":"first","author":{"id":null,"display_name":"David M. Williams","orcid":"https://orcid.org/0000-0001-9472-6168","observed_orcids":["https://orcid.org/0000-0001-9472-6168"]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"David M. Williams","raw_affiliation_strings":[],"raw_orcid":"https://orcid.org/0000-0001-9472-6168","affiliations":[]},{"author_position":"last","author":{"id":"https://openalex.org/A5074717943","display_name":"William G. Godden","orcid":null,"observed_orcids":[]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"William G. Godden","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":0.0,"has_fulltext":false,"cited_by_count":0,"citation_normalized_percentile":{"value":0.12269421,"is_in_top_1_percent":false,"is_in_top_10_percent":false},"cited_by_percentile_year":null,"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/T10160","display_name":"Seismic Performance and Analysis","score":0.9976000189781189,"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/T10160","display_name":"Seismic Performance and Analysis","score":0.9976000189781189,"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":0.0010000000474974513,"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/T11874","display_name":"Structural Response to Dynamic Loads","score":0.000699999975040555,"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/seismic-response-of-bridges","display_name":"bridge seismic response","score":0.7599999904632568},{"id":"https://openalex.org/keywords/1971-san-fernando-earthquake","display_name":"1971 San Fernando earthquake","score":0.9020000100135803},{"id":"https://openalex.org/keywords/shaking-table-test","display_name":"shaking table test","score":0.7300000190734863},{"id":"https://openalex.org/keywords/multi-span-bridges","display_name":"multi-span bridges","score":0.6769999861717224},{"id":"https://openalex.org/keywords/expansion-joints","display_name":"expansion joints","score":0.921999990940094},{"id":"https://openalex.org/keywords/bridge-deck-damage","display_name":"bridge deck damage","score":0.5600000023841858}],"concepts":[{"id":"https://openalex.org/C149007308","wikidata":"https://www.wikidata.org/wiki/Q5327279","display_name":"Earthquake shaking table","level":2,"score":0.8084086775779724},{"id":"https://openalex.org/C66938386","wikidata":"https://www.wikidata.org/wiki/Q633538","display_name":"Structural engineering","level":1,"score":0.7502144575119019},{"id":"https://openalex.org/C2778966251","wikidata":"https://www.wikidata.org/wiki/Q208123","display_name":"Deck","level":2,"score":0.5678734183311462},{"id":"https://openalex.org/C100776233","wikidata":"https://www.wikidata.org/wiki/Q2532492","display_name":"Bridge (graph theory)","level":2,"score":0.5465878248214722},{"id":"https://openalex.org/C182358397","wikidata":"https://www.wikidata.org/wiki/Q2656128","display_name":"Seismic analysis","level":2,"score":0.5192185044288635},{"id":"https://openalex.org/C143724316","wikidata":"https://www.wikidata.org/wiki/Q312468","display_name":"Series (stratigraphy)","level":2,"score":0.4828353524208069},{"id":"https://openalex.org/C180205008","wikidata":"https://www.wikidata.org/wiki/Q159190","display_name":"Amplitude","level":2,"score":0.4669438600540161},{"id":"https://openalex.org/C152588345","wikidata":"https://www.wikidata.org/wiki/Q6498959","display_name":"Scale model","level":2,"score":0.4108952581882477},{"id":"https://openalex.org/C2993591475","wikidata":"https://www.wikidata.org/wiki/Q909789","display_name":"Earthquake resistance","level":2,"score":0.41029980778694153},{"id":"https://openalex.org/C127313418","wikidata":"https://www.wikidata.org/wiki/Q1069","display_name":"Geology","level":0,"score":0.4044773578643799},{"id":"https://openalex.org/C127413603","wikidata":"https://www.wikidata.org/wiki/Q11023","display_name":"Engineering","level":0,"score":0.38892513513565063},{"id":"https://openalex.org/C121332964","wikidata":"https://www.wikidata.org/wiki/Q413","display_name":"Physics","level":0,"score":0.10552677512168884},{"id":"https://openalex.org/C146978453","wikidata":"https://www.wikidata.org/wiki/Q3798668","display_name":"Aerospace engineering","level":1,"score":0.0},{"id":"https://openalex.org/C62520636","wikidata":"https://www.wikidata.org/wiki/Q944","display_name":"Quantum mechanics","level":1,"score":0.0},{"id":"https://openalex.org/C126322002","wikidata":"https://www.wikidata.org/wiki/Q11180","display_name":"Internal medicine","level":1,"score":0.0},{"id":"https://openalex.org/C151730666","wikidata":"https://www.wikidata.org/wiki/Q7205","display_name":"Paleontology","level":1,"score":0.0},{"id":"https://openalex.org/C71924100","wikidata":"https://www.wikidata.org/wiki/Q11190","display_name":"Medicine","level":0,"score":0.0}],"mesh":[],"locations_count":1,"locations":[{"id":"mag:560299368","doi":null,"is_oa":false,"landing_page_url":"https://trid.trb.org/view/67983","pdf_url":null,"source":null,"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":null,"raw_type":null}],"best_oa_location":null,"sustainable_development_goals":[{"id":"https://metadata.un.org/sdg/9","display_name":"Industry, innovation and infrastructure","score":0.651199996471405}],"sustainable_development_goals_aurora":[{"id":"https://metadata.un.org/sdg/11","display_name":"Sustainable cities and communities","score":0.7599999904632568}],"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/W165184565","https://openalex.org/W2246130749","https://openalex.org/W3128839416","https://openalex.org/W604141058","https://openalex.org/W2119173387","https://openalex.org/W2082531051","https://openalex.org/W1535325387","https://openalex.org/W6982651573","https://openalex.org/W2379429362","https://openalex.org/W634181011"],"abstract_inverted_index":{"An":[41],"experimental":[1,125],"model":[2,64,137],"study":[3],"relating":[4],"to":[5,36,56,65,182,204],"the":[6,15,22,39,44,67,83,94,106,124,136,154,162,178,187,190,220],"seismic":[7,148],"resistance":[8],"of":[9,14,43,46,61,71,79,96,105,113,135,143,174,189,194],"large":[10],"multi-span":[11],"curved":[12],"overcrossings":[13],"type":[16],"which":[17],"suffered":[18],"heavy":[19],"damage":[20,206],"during":[21],"1971":[23],"San":[24],"Fernando":[25],"earthquake":[26],"is":[27,31,98,138],"reported.":[28],"This":[29],"report":[30],"one":[32],"in":[33,51,153,161,177,211],"a":[34,63,73,109,114,141],"series":[35,142],"result":[37],"from":[38],"investigation,":[40],"Investigtaion":[42],"Effectiveness":[45],"Existing":[47],"Bridge":[48],"Design":[49],"Methodology":[50],"Providing":[52],"Adequate":[53],"Structural":[54],"Resistance":[55],"Seismic":[57],"Disturbances.":[58],"The":[59,100,133],"feasibility":[60],"developing":[62],"satisfy":[66],"necessary":[68],"similitude":[69],"requirements":[70],"such":[72],"complex":[74],"structure,":[75],"and":[76,119,158,167,214],"also":[77,168],"capable":[78],"being":[80],"tested":[81],"on":[82,186],"20":[84,87],"ft":[85,88],"x":[86],"(6.1":[89],"m)":[90],"shaking":[91],"table":[92],"at":[93],"University":[95],"California,":[97],"outlined.":[99],"small":[101],"amplitude":[102],"dynamic":[103],"characteristics":[104],"microconcrete":[107],"model,":[108],"1/30":[110],"true-scale":[111],"version":[112],"hypothetical":[115],"prototype,":[116],"are":[117,222],"examined":[118],"for":[120,140],"this":[121],"elastic":[122],"range":[123],"results":[126],"compared":[127],"satisfactorily":[128],"with":[129,169],"those":[130],"predicted":[131],"analytically.":[132],"response":[134,188],"described":[139],"progressively":[144],"more":[145],"intense":[146],"simulated":[147],"excitations":[149],"applied":[150],"i)":[151],"horizontally":[152,160],"asymmetric":[155],"longitudinal":[156],"direction,":[157,164],"ii)":[159],"symmetric":[163],"both":[165,212],"alone":[166],"simultaneous":[170],"vertical":[171],"excitation.":[172],"Existence":[173],"expansion":[175],"joints":[176],"bridge":[179],"deck":[180],"proved":[181],"have":[183],"great":[184],"influence":[185],"structure.":[191],"Despite":[192],"inclusion":[193],"strong":[195],"ductile":[196],"restrainers":[197],"across":[198],"these":[199],"joints,":[200],"they":[201],"were":[202],"subjected":[203],"severe":[205],"caused":[207],"by":[208],"multiple":[209],"impacting":[210],"torsional":[213],"translational":[215],"modes.":[216],"Some":[217],"recommendations":[218],"concerning":[219],"design":[221],"made.":[223],"/Author/":[224]},"counts_by_year":[],"updated_date":"2026-09-27T08:07:27.782135","created_date":"2016-06-24T00:00:00"}