Matches in SemOpenAlex for { <https://semopenalex.org/work/W3083740908> ?p ?o ?g. }
Showing items 1 to 67 of
67
with 100 items per page.
- W3083740908 abstract "Purpose. Determination of the stress-strain state of a typical continuous steel truss span by calculation according to national norms and computer simulation in the conditions of passage of high-speed passenger trains. Methodology. In this work, the stress-strain state of a continuous truss span of the typical project No. 3 501.2-166 for the possibility of its application in areas with perspective high-speed railway traffic was investigated. Calculation of the specified span structure for DBN V.2.3-14-2006 «Constructions of transport. Bridges and pipes. Design rules» for railroad loading С14 was executed. The cross-sections of the elements of a continuous truss span were calculated and the necessary checks performed. For the given span structure in the software complex a model was developed and the stress-strain state at various speeds of railway transport according to European and national norms was investigated. The acceleration and deflection of a continuous steel truss span were determined and their comparison with normative requirements was performed. Findings. As a result of simulation in the software complex for a continuous steel truss span, acceleration and deflection under the action of cargo and passenger load at different speeds of movement were determined. The cross-sections of the elements of a continuous steel truss span were calculated. Originality. The results of the study can be applied in the development of national regulatory documents on high-speed rail transport and in the design of bridge structures with continuous truss spans in areas with high and higher-speed railway traffic. Practical value. The obtained results of the research will allow to effectively use continuous steel truss spans of typical designs in areas with high– and higher-speed railway traffic." @default.
- W3083740908 created "2020-09-11" @default.
- W3083740908 creator A5007961505 @default.
- W3083740908 creator A5023920677 @default.
- W3083740908 creator A5067184471 @default.
- W3083740908 date "2017-12-10" @default.
- W3083740908 modified "2023-10-18" @default.
- W3083740908 title "PARAMETERS OF TYPICAL CONTINUOUS STEEL TRUSS SPANS UNDER A HIGH-SPEED MOVEMENT" @default.
- W3083740908 doi "https://doi.org/10.15802/bttrp2017/159217" @default.
- W3083740908 hasPublicationYear "2017" @default.
- W3083740908 type Work @default.
- W3083740908 sameAs 3083740908 @default.
- W3083740908 citedByCount "0" @default.
- W3083740908 crossrefType "journal-article" @default.
- W3083740908 hasAuthorship W3083740908A5007961505 @default.
- W3083740908 hasAuthorship W3083740908A5023920677 @default.
- W3083740908 hasAuthorship W3083740908A5067184471 @default.
- W3083740908 hasBestOaLocation W30837409081 @default.
- W3083740908 hasConcept C120665830 @default.
- W3083740908 hasConcept C121332964 @default.
- W3083740908 hasConcept C127413603 @default.
- W3083740908 hasConcept C173534245 @default.
- W3083740908 hasConcept C190839683 @default.
- W3083740908 hasConcept C205649164 @default.
- W3083740908 hasConcept C2778753569 @default.
- W3083740908 hasConcept C2781355719 @default.
- W3083740908 hasConcept C44507003 @default.
- W3083740908 hasConcept C58640448 @default.
- W3083740908 hasConcept C66938386 @default.
- W3083740908 hasConceptScore W3083740908C120665830 @default.
- W3083740908 hasConceptScore W3083740908C121332964 @default.
- W3083740908 hasConceptScore W3083740908C127413603 @default.
- W3083740908 hasConceptScore W3083740908C173534245 @default.
- W3083740908 hasConceptScore W3083740908C190839683 @default.
- W3083740908 hasConceptScore W3083740908C205649164 @default.
- W3083740908 hasConceptScore W3083740908C2778753569 @default.
- W3083740908 hasConceptScore W3083740908C2781355719 @default.
- W3083740908 hasConceptScore W3083740908C44507003 @default.
- W3083740908 hasConceptScore W3083740908C58640448 @default.
- W3083740908 hasConceptScore W3083740908C66938386 @default.
- W3083740908 hasLocation W30837409081 @default.
- W3083740908 hasOpenAccess W3083740908 @default.
- W3083740908 hasPrimaryLocation W30837409081 @default.
- W3083740908 hasRelatedWork W1990723477 @default.
- W3083740908 hasRelatedWork W2002684911 @default.
- W3083740908 hasRelatedWork W2055239402 @default.
- W3083740908 hasRelatedWork W2082074252 @default.
- W3083740908 hasRelatedWork W2142387377 @default.
- W3083740908 hasRelatedWork W2320336802 @default.
- W3083740908 hasRelatedWork W2359619043 @default.
- W3083740908 hasRelatedWork W2366012298 @default.
- W3083740908 hasRelatedWork W2372775958 @default.
- W3083740908 hasRelatedWork W2374029021 @default.
- W3083740908 hasRelatedWork W2378187654 @default.
- W3083740908 hasRelatedWork W2379873599 @default.
- W3083740908 hasRelatedWork W2381275076 @default.
- W3083740908 hasRelatedWork W2387033361 @default.
- W3083740908 hasRelatedWork W2388044852 @default.
- W3083740908 hasRelatedWork W2391044277 @default.
- W3083740908 hasRelatedWork W2393034227 @default.
- W3083740908 hasRelatedWork W2520415678 @default.
- W3083740908 hasRelatedWork W2772217090 @default.
- W3083740908 hasRelatedWork W2557038825 @default.
- W3083740908 isParatext "false" @default.
- W3083740908 isRetracted "false" @default.
- W3083740908 magId "3083740908" @default.
- W3083740908 workType "article" @default.