{"id":"https://openalex.org/W2379433476","doi":null,"title":"Calculation methods of bearing capacities of eccentrically loaded concrete columns","display_name":"Calculation methods of bearing capacities of eccentrically loaded concrete columns","publication_year":2014,"publication_date":"2014-01-01","ids":{"openalex":"https://openalex.org/W2379433476","mag":"2379433476"},"language":"en","primary_location":{"id":"mag:2379433476","doi":null,"is_oa":false,"landing_page_url":"http://en.cnki.com.cn/Article_en/CJFDTOTAL-JYGC201401005.htm","pdf_url":null,"source":null,"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":"Journal of Traffic and Transportation Engineering","raw_type":null},"volume":null,"type":"article","is_traditional":true,"indexed_in":[],"open_access":{"is_oa":false,"oa_status":"closed","oa_url":null,"any_repository_has_fulltext":false},"authorships":[{"author_position":"first","author":{"id":"https://openalex.org/A5090242012","display_name":"Chen Bao-chu","orcid":null,"observed_orcids":[]},"institutions":[],"countries":[],"is_corresponding":true,"raw_author_name":"Chen Bao-chu","raw_affiliation_strings":["Fujian Communications Planning and Design Institute"],"raw_orcid":null,"affiliations":[{"raw_affiliation_string":"Fujian Communications Planning and Design Institute","institution_ids":[]}]}],"institutions":[],"countries_distinct_count":0,"institutions_distinct_count":0,"corresponding_author_ids":["https://openalex.org/A5090242012"],"corresponding_institution_ids":[],"apc_list":null,"apc_paid":null,"fwci":0.0,"has_fulltext":false,"cited_by_count":0,"citation_normalized_percentile":{"value":0.42773241,"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/T10479","display_name":"Structural Behavior of Reinforced Concrete","score":0.6571999788284302,"subfield":{"id":"https://openalex.org/subfields/2215","display_name":"Building and Construction"},"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/T10479","display_name":"Structural Behavior of Reinforced Concrete","score":0.6571999788284302,"subfield":{"id":"https://openalex.org/subfields/2215","display_name":"Building and Construction"},"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/T12940","display_name":"Structural Engineering and Materials Analysis","score":0.16670000553131104,"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/T10713","display_name":"Structural Load-Bearing Analysis","score":0.09139999747276306,"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/load-carrying-capacity","display_name":"bearing capacity","score":0.7889999747276306},{"id":"https://openalex.org/keywords/eccentrically-loaded-columns","display_name":"eccentrically loaded columns","score":0.9200000166893005},{"id":"https://openalex.org/keywords/reinforced-concrete-columns","display_name":"reinforced concrete columns","score":0.8159999847412109},{"id":"https://openalex.org/keywords/masonry-columns","display_name":"masonry columns","score":0.906000018119812},{"id":"https://openalex.org/keywords/reinforced-concrete-arch-bridge","display_name":"reinforced concrete arch bridge","score":0.8799999952316284},{"id":"https://openalex.org/keywords/slenderness-ratio","display_name":"slenderness ratio","score":0.9750000238418579},{"id":"https://openalex.org/keywords/eccentricity","display_name":"eccentricity","score":0.8429999947547913},{"id":"https://openalex.org/keywords/reinforcement-ratio","display_name":"reinforcement ratio","score":0.9990000128746033},{"id":"https://openalex.org/keywords/design-code-comparison","display_name":"design code comparison","score":0.5820000171661377},{"id":"https://openalex.org/keywords/road-bridges","display_name":"highway bridges","score":0.4790000021457672}],"concepts":[{"id":"https://openalex.org/C66938386","wikidata":"https://www.wikidata.org/wiki/Q633538","display_name":"Structural engineering","level":1,"score":0.75733882188797},{"id":"https://openalex.org/C2988805333","wikidata":"https://www.wikidata.org/wiki/Q184190","display_name":"Reinforced concrete","level":2,"score":0.7312726378440857},{"id":"https://openalex.org/C535899295","wikidata":"https://www.wikidata.org/wiki/Q272999","display_name":"Masonry","level":2,"score":0.7134789824485779},{"id":"https://openalex.org/C67203356","wikidata":"https://www.wikidata.org/wiki/Q1321905","display_name":"Reinforcement","level":2,"score":0.7088760733604431},{"id":"https://openalex.org/C11312509","wikidata":"https://www.wikidata.org/wiki/Q12277","display_name":"Arch","level":2,"score":0.5593199133872986},{"id":"https://openalex.org/C135677250","wikidata":"https://www.wikidata.org/wiki/Q3319673","display_name":"Bearing capacity","level":2,"score":0.5485422015190125},{"id":"https://openalex.org/C187320778","wikidata":"https://www.wikidata.org/wiki/Q1349130","display_name":"Geotechnical engineering","level":1,"score":0.5132322311401367},{"id":"https://openalex.org/C123700513","wikidata":"https://www.wikidata.org/wiki/Q4168092","display_name":"Culvert","level":2,"score":0.4809491038322449},{"id":"https://openalex.org/C199978012","wikidata":"https://www.wikidata.org/wiki/Q1273815","display_name":"Bearing (navigation)","level":2,"score":0.4766296148300171},{"id":"https://openalex.org/C168834538","wikidata":"https://www.wikidata.org/wiki/Q3705329","display_name":"Beam (structure)","level":2,"score":0.4715338349342346},{"id":"https://openalex.org/C190538878","wikidata":"https://www.wikidata.org/wiki/Q50013","display_name":"Eccentricity (behavior)","level":2,"score":0.4645056426525116},{"id":"https://openalex.org/C2780551164","wikidata":"https://www.wikidata.org/wiki/Q2306599","display_name":"Column (typography)","level":3,"score":0.4305681884288788},{"id":"https://openalex.org/C127413603","wikidata":"https://www.wikidata.org/wiki/Q11023","display_name":"Engineering","level":0,"score":0.3727116584777832},{"id":"https://openalex.org/C192562407","wikidata":"https://www.wikidata.org/wiki/Q228736","display_name":"Materials science","level":0,"score":0.32958999276161194},{"id":"https://openalex.org/C41008148","wikidata":"https://www.wikidata.org/wiki/Q21198","display_name":"Computer science","level":0,"score":0.20264804363250732},{"id":"https://openalex.org/C17744445","wikidata":"https://www.wikidata.org/wiki/Q36442","display_name":"Political science","level":0,"score":0.0},{"id":"https://openalex.org/C154945302","wikidata":"https://www.wikidata.org/wiki/Q11660","display_name":"Artificial intelligence","level":1,"score":0.0},{"id":"https://openalex.org/C199539241","wikidata":"https://www.wikidata.org/wiki/Q7748","display_name":"Law","level":1,"score":0.0},{"id":"https://openalex.org/C13355873","wikidata":"https://www.wikidata.org/wiki/Q2920850","display_name":"Connection (principal bundle)","level":2,"score":0.0}],"mesh":[],"locations_count":1,"locations":[{"id":"mag:2379433476","doi":null,"is_oa":false,"landing_page_url":"http://en.cnki.com.cn/Article_en/CJFDTOTAL-JYGC201401005.htm","pdf_url":null,"source":null,"license":null,"license_id":null,"version":null,"is_accepted":false,"is_published":false,"raw_source_name":"Journal of Traffic and Transportation Engineering","raw_type":null}],"best_oa_location":null,"sustainable_development_goals":[],"study_designs":[],"awards":[],"funders":[],"has_content":{"pdf":false,"grobid_xml":false},"content_urls":null,"referenced_works_count":0,"referenced_works":[],"related_works":["https://openalex.org/W1973265624","https://openalex.org/W2765491260","https://openalex.org/W2352667445","https://openalex.org/W2267689132","https://openalex.org/W2049882805","https://openalex.org/W2362702859","https://openalex.org/W422826761","https://openalex.org/W3016972015","https://openalex.org/W2360183140","https://openalex.org/W2373111181"],"abstract_inverted_index":{"By":[0],"the":[1,4,25,47,57,74,81,99,143,155,173],"application":[2],"of":[3,7,18,28,35,41,49,56,60,73,77,85,145,157,176],"calculation":[5,26,174],"methods":[6,27,175],"masonry":[8,86,158],"columns":[9,13,31,63,89,93,128,148,159,180],"and":[10,22,80,90,133,137],"plain":[11,161],"concrete":[12,30,43,62,78,88,92,115,127,147,162,179],"in":[14,32,172,181],"Codes":[15],"for":[16],"Design":[17,34],"Highway":[19,36],"Masonry":[20],"Bridges":[21],"Culverts(JTG":[23],"D61\u20142005)and":[24],"reinforced":[29,61,91,114,126,146],"Codefor":[33],"ReinforcedConcreteandPrestressedConcreteBridgesandCulverts(JTG":[37],"D62\u20142004),the":[38],"loadcarrying":[39],"capacities":[40,59,84,101,140],"3reinforced":[42],"arch":[44],"bridges":[45],"with":[46,117,129],"spans":[48],"70,160,420m":[50],"were":[51,64,94],"calculated":[52,102,109,141,153],"respectively.The":[53],"change":[54],"rules":[55],"bearing":[58,83,100,139],"studied":[65],"considering":[66],"slenderness":[67,135],"ratio,eccentricity,reinforcement":[68],"ratio,and":[69],"etc.The":[70],"parameter":[71],"ranges":[72],"equivalent":[75,124],"beam-column":[76],"arches":[79,116],"ultimate":[82],"columns,plain":[87],"analyzed.Analysis":[95],"result":[96],"shows":[97],"that":[98,168],"by":[103,110,142,154],"JTG":[104,111],"D61\u20142005are":[105],"greater":[106],"than":[107,151],"those":[108,152],"D62\u20142004":[112],"when":[113],"low":[118,130],"reinforcement":[119,131],"ratio":[120],"are":[121,149],"treated":[122],"as":[123],"beam-column.For":[125],"ratios":[132,136],"high":[134],"eccentricities,the":[138],"formulas":[144,156],"smaller":[150],"or":[160],"columns.Thus":[163],"it":[164],"can":[165],"be":[166,185],"seen":[167],"there":[169],"areunreasonable":[170],"factors":[171],"eccentrically":[177],"loaded":[178],"two":[182],"codes,which":[183],"should":[184],"improved.3tabs,7figs,25refs.":[186]},"counts_by_year":[],"updated_date":"2025-11-06T04:12:42.849631","created_date":"2016-06-24T00:00:00"}