FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4385698840> ?p ?o ?g. }

• W4385698840 abstract "Abstract There has been no consensus on post‐earthquake operating plan for high‐speed railway trains. In this paper, two three‐dimensional coupling model of track‐bridge system without and with trains for high‐speed railways were developed, and their performance were verified based on shaking table tests. The equivalent method of design seismic track irregularity for random structures was discussed, and the amplitude response spectra of design seismic track irregularity for all levels of seismic intensity were proposed. In addition, the rationality of design seismic track irregularity was evaluated based on engineering case analysis, providing a theoretical foundation of formulating post‐earthquake contingency plans for high‐speed railways. The results show that when span number increases, the design seismic track irregularity amplitude increases and then tends to be stable; when the span number reaches 9, the train dynamic response gradually becomes stable; the random structures with arbitrary span numbers are equivalent to a specific 9‐span structure when constructing design seismic track irregularity. When the seismic intensity is low, there is no significant difference in shape and amplitude between the measured pre‐earthquake and post‐earthquake track alignment irregularities, and the train can normally run with no significant deceleration required. The train dynamic response under the design post‐earthquake track irregularity is greater than that under the measured post‐earthquake track irregularity, indicating that the design seismic track irregularity has a reasonable safety margin and a good feasibility in engineering practice." @default.
• W4385698840 created "2023-08-10" @default.
• W4385698840 creator A5038174756 @default.
• W4385698840 creator A5043433583 @default.
• W4385698840 creator A5058666107 @default.
• W4385698840 creator A5058717920 @default.
• W4385698840 creator A5072529083 @default.
• W4385698840 date "2023-08-09" @default.
• W4385698840 modified "2023-09-26" @default.
• W4385698840 title "Design seismic track irregularity for high‐speed railways" @default.
• W4385698840 cites W2025617969 @default.
• W4385698840 cites W2118623933 @default.
• W4385698840 cites W229381900 @default.
• W4385698840 cites W2588697107 @default.
• W4385698840 cites W2754541694 @default.
• W4385698840 cites W2754675106 @default.
• W4385698840 cites W2890931465 @default.
• W4385698840 cites W2901446044 @default.
• W4385698840 cites W2950516660 @default.
• W4385698840 cites W2966441150 @default.
• W4385698840 cites W2969193880 @default.
• W4385698840 cites W2978357804 @default.
• W4385698840 cites W2998678187 @default.
• W4385698840 cites W3000200545 @default.
• W4385698840 cites W3011941038 @default.
• W4385698840 cites W3020862818 @default.
• W4385698840 cites W3081719048 @default.
• W4385698840 cites W3135937713 @default.
• W4385698840 cites W3161263832 @default.
• W4385698840 cites W3168235592 @default.
• W4385698840 cites W3217457548 @default.
• W4385698840 cites W4210337440 @default.
• W4385698840 cites W4210598897 @default.
• W4385698840 cites W4284695067 @default.
• W4385698840 cites W4285891381 @default.
• W4385698840 cites W4286750319 @default.
• W4385698840 cites W4293412489 @default.
• W4385698840 cites W4296593276 @default.
• W4385698840 cites W4306923156 @default.
• W4385698840 cites W4306963587 @default.
• W4385698840 cites W4310691231 @default.
• W4385698840 cites W4318615025 @default.
• W4385698840 cites W4319301384 @default.
• W4385698840 cites W4360621092 @default.
• W4385698840 doi "https://doi.org/10.1002/eqe.3990" @default.
• W4385698840 hasPublicationYear "2023" @default.
• W4385698840 type Work @default.
• W4385698840 citedByCount "0" @default.
• W4385698840 crossrefType "journal-article" @default.
• W4385698840 hasAuthorship W4385698840A5038174756 @default.
• W4385698840 hasAuthorship W4385698840A5043433583 @default.
• W4385698840 hasAuthorship W4385698840A5058666107 @default.
• W4385698840 hasAuthorship W4385698840A5058717920 @default.
• W4385698840 hasAuthorship W4385698840A5072529083 @default.
• W4385698840 hasConcept C103711010 @default.
• W4385698840 hasConcept C121332964 @default.
• W4385698840 hasConcept C127313418 @default.
• W4385698840 hasConcept C127413603 @default.
• W4385698840 hasConcept C149007308 @default.
• W4385698840 hasConcept C165205528 @default.
• W4385698840 hasConcept C180205008 @default.
• W4385698840 hasConcept C182358397 @default.
• W4385698840 hasConcept C190839683 @default.
• W4385698840 hasConcept C205649164 @default.
• W4385698840 hasConcept C2778753569 @default.
• W4385698840 hasConcept C58640448 @default.
• W4385698840 hasConcept C62520636 @default.
• W4385698840 hasConcept C66938386 @default.
• W4385698840 hasConcept C78519656 @default.
• W4385698840 hasConcept C89992363 @default.
• W4385698840 hasConcept C90626213 @default.
• W4385698840 hasConceptScore W4385698840C103711010 @default.
• W4385698840 hasConceptScore W4385698840C121332964 @default.
• W4385698840 hasConceptScore W4385698840C127313418 @default.
• W4385698840 hasConceptScore W4385698840C127413603 @default.
• W4385698840 hasConceptScore W4385698840C149007308 @default.
• W4385698840 hasConceptScore W4385698840C165205528 @default.
• W4385698840 hasConceptScore W4385698840C180205008 @default.
• W4385698840 hasConceptScore W4385698840C182358397 @default.
• W4385698840 hasConceptScore W4385698840C190839683 @default.
• W4385698840 hasConceptScore W4385698840C205649164 @default.
• W4385698840 hasConceptScore W4385698840C2778753569 @default.
• W4385698840 hasConceptScore W4385698840C58640448 @default.
• W4385698840 hasConceptScore W4385698840C62520636 @default.
• W4385698840 hasConceptScore W4385698840C66938386 @default.
• W4385698840 hasConceptScore W4385698840C78519656 @default.
• W4385698840 hasConceptScore W4385698840C89992363 @default.
• W4385698840 hasConceptScore W4385698840C90626213 @default.
• W4385698840 hasLocation W43856988401 @default.
• W4385698840 hasOpenAccess W4385698840 @default.
• W4385698840 hasPrimaryLocation W43856988401 @default.
• W4385698840 hasRelatedWork W1957601899 @default.
• W4385698840 hasRelatedWork W2016366627 @default.
• W4385698840 hasRelatedWork W2351837897 @default.
• W4385698840 hasRelatedWork W2374709145 @default.
• W4385698840 hasRelatedWork W2515801813 @default.
• W4385698840 hasRelatedWork W2807893704 @default.
• W4385698840 hasRelatedWork W2906089321 @default.
• W4385698840 hasRelatedWork W4311053834 @default.
• W4385698840 hasRelatedWork W4385698840 @default.

• next