Matches in SemOpenAlex for { <https://semopenalex.org/work/W4362581727> ?p ?o ?g. }
Showing items 1 to 61 of
61
with 100 items per page.
- W4362581727 endingPage "68" @default.
- W4362581727 startingPage "64" @default.
- W4362581727 abstract "Assessment of deformations and displacements of building structures is performed by solving many different problems. Depending on the specifics of the task, different measurement accuracy is required. In some displacement measurements, direct contact of the measuring device with some points of the structure under research is impossible: distant and high-placed structures, structures in the high temperature zone, etc. Contact with the measuring device of structures made of materials with low rigidity, thin films, elastic threads, or in cases where the material reaches the yield point is undesirable. In these cases, the inherent rigidity of the measuring device can distort the general picture of deformations, which will lead to significant errors. The article discusses modern methods of laser interferometry for non-contact assessment of movements and deformations of building structures, which make it possible to conduct unique non-contact measurements of both small and large deformations of various structures. The scientific value of the article lies in the fact that for the non-contact assessment of movements and deformations of building structures, it is proposed to use the most modern methods of laser interferometry, which make it possible to conduct unique non-contact measurements of both small and large deformations of various structures that work elastically, non-linearly, or are in plastic state in experimental conditions of high temperatures, radiation, with the provision of a high degree of automation of measurements and processing of results. The practical value of the research consists in the development of a technique that offers a non-contact assessment of movements and deformations of building structures using laser interferometry and makes it possible to provide measurements with an accuracy of 1×10-8 m and a frequency of 10-100 measurements per second with automation of registration and processing of results; carry out studies of building structures, buildings and structures in the mechanics of deformed solids and in the technique of surveying building structures, determining their performance, especially in conditions of high temperatures during fire resistance tests, in conditions of increased radiation, where high-precision and at the same time easy-to-use methods are required automated methods. The proposed technique provides unique opportunities for non-contact assessment of small deformations when studying the phenomena of shrinkage, swelling, creep, and plastic deformations. Keywords: deformations, measurements, interferometer, non-contact method, building structures." @default.
- W4362581727 created "2023-04-06" @default.
- W4362581727 creator A5042738594 @default.
- W4362581727 date "2023-04-03" @default.
- W4362581727 modified "2023-09-26" @default.
- W4362581727 title "RESEARCH OF DEFLECTIONS OF THE UNDERCRANE BEAM DURING THE OPERATION OF A BRIDGE CRANE USING THE METHOD OF LASER INTERFEROMETRY" @default.
- W4362581727 cites W2617838342 @default.
- W4362581727 cites W2906161500 @default.
- W4362581727 doi "https://doi.org/10.33042/2522-1809-2023-1-175-64-68" @default.
- W4362581727 hasPublicationYear "2023" @default.
- W4362581727 type Work @default.
- W4362581727 citedByCount "0" @default.
- W4362581727 crossrefType "journal-article" @default.
- W4362581727 hasAuthorship W4362581727A5042738594 @default.
- W4362581727 hasBestOaLocation W43625817271 @default.
- W4362581727 hasConcept C107551265 @default.
- W4362581727 hasConcept C115901376 @default.
- W4362581727 hasConcept C120665830 @default.
- W4362581727 hasConcept C121332964 @default.
- W4362581727 hasConcept C127413603 @default.
- W4362581727 hasConcept C15744967 @default.
- W4362581727 hasConcept C160343418 @default.
- W4362581727 hasConcept C166689943 @default.
- W4362581727 hasConcept C41008148 @default.
- W4362581727 hasConcept C520434653 @default.
- W4362581727 hasConcept C542102704 @default.
- W4362581727 hasConcept C66938386 @default.
- W4362581727 hasConcept C78519656 @default.
- W4362581727 hasConceptScore W4362581727C107551265 @default.
- W4362581727 hasConceptScore W4362581727C115901376 @default.
- W4362581727 hasConceptScore W4362581727C120665830 @default.
- W4362581727 hasConceptScore W4362581727C121332964 @default.
- W4362581727 hasConceptScore W4362581727C127413603 @default.
- W4362581727 hasConceptScore W4362581727C15744967 @default.
- W4362581727 hasConceptScore W4362581727C160343418 @default.
- W4362581727 hasConceptScore W4362581727C166689943 @default.
- W4362581727 hasConceptScore W4362581727C41008148 @default.
- W4362581727 hasConceptScore W4362581727C520434653 @default.
- W4362581727 hasConceptScore W4362581727C542102704 @default.
- W4362581727 hasConceptScore W4362581727C66938386 @default.
- W4362581727 hasConceptScore W4362581727C78519656 @default.
- W4362581727 hasIssue "175" @default.
- W4362581727 hasLocation W43625817271 @default.
- W4362581727 hasOpenAccess W4362581727 @default.
- W4362581727 hasPrimaryLocation W43625817271 @default.
- W4362581727 hasRelatedWork W1833571962 @default.
- W4362581727 hasRelatedWork W1997912556 @default.
- W4362581727 hasRelatedWork W2005320734 @default.
- W4362581727 hasRelatedWork W2009756911 @default.
- W4362581727 hasRelatedWork W2013536020 @default.
- W4362581727 hasRelatedWork W2051133509 @default.
- W4362581727 hasRelatedWork W2070363531 @default.
- W4362581727 hasRelatedWork W2071370835 @default.
- W4362581727 hasRelatedWork W2152663725 @default.
- W4362581727 hasRelatedWork W292711273 @default.
- W4362581727 hasVolume "1" @default.
- W4362581727 isParatext "false" @default.
- W4362581727 isRetracted "false" @default.
- W4362581727 workType "article" @default.