FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2605634239> ?p ?o ?g. }

• W2605634239 endingPage "553" @default.
• W2605634239 startingPage "540" @default.
• W2605634239 abstract "The investigation and analysis conducted after a catastrophe of a 19th-century masonry structure are presented. During restoration work of a masonry building there was a sudden collapse of the structure, involving parts of a three-storey high outer supporting wall of the building together with the two floors resting on steel beams, as well as the wooden floor of the attic. The modernization works were carried out according to a detailed project documentation. Prior to the beginning of the destruction process there had been no demolition activities going on. Hence, it was essential to determine the actual causes of the collapse as well as to give details concerning the time when the catastrophe occurred. Detailed inventory measurements and non-destructive “in situ” tests, followed by laboratory tests, are described. The tests involved both ceramic materials and lime mortar, as well as steel and wooden parts of the structural elements. Numerical computations of the approximate bearing capacity of the modernized system prior to the catastrophe were performed in a comprehensive way to build a model using the Finite Element Method (FEM). The model employed mostly standard four-node plate-and-disc components of the flat shell type. The computations concerned the static field. Also the effects related to the stability of the structure in terms of large displacements were analyzed. For the computations, an original software was used. As a result of the conducted studies and analyses, it was established and confirmed quantitatively that the main causes of the building disaster were faults made when preparing openings for shop windows in the non-homogeneous structure of the wall. However, the most important issue was flaws of the mortar binding the ceramic elements of the wall. The paper concludes that in the course of wide-ranging restoration of historical facilities, it should be entirely prohibited to treat the building's elements as structural ones. In cases of “limited structural reliability” with respect to the historical facilities, loads should be taken by an independent structure. The modernization works must be carried out under on-going constant supervision of an experienced designer and project manager. The paper ends by presenting a concept of rebuilding of the damaged parts of the facility." @default.
• W2605634239 created "2017-04-28" @default.
• W2605634239 creator A5007493332 @default.
• W2605634239 creator A5031024218 @default.
• W2605634239 creator A5060313376 @default.
• W2605634239 date "2017-12-01" @default.
• W2605634239 modified "2023-09-26" @default.
• W2605634239 title "Sudden collapse of a 19th-century masonry structure during its renovation process" @default.
• W2605634239 cites W1176317202 @default.
• W2605634239 cites W1569914063 @default.
• W2605634239 cites W1823883283 @default.
• W2605634239 cites W1964897953 @default.
• W2605634239 cites W1965671048 @default.
• W2605634239 cites W1974654190 @default.
• W2605634239 cites W1978560879 @default.
• W2605634239 cites W1979301420 @default.
• W2605634239 cites W1979444800 @default.
• W2605634239 cites W2003982593 @default.
• W2605634239 cites W2050815840 @default.
• W2605634239 cites W2068241055 @default.
• W2605634239 cites W2070127038 @default.
• W2605634239 cites W2261639803 @default.
• W2605634239 cites W2274387082 @default.
• W2605634239 cites W2333588744 @default.
• W2605634239 cites W2467004342 @default.
• W2605634239 cites W2476028898 @default.
• W2605634239 doi "https://doi.org/10.1016/j.engfailanal.2017.04.010" @default.
• W2605634239 hasPublicationYear "2017" @default.
• W2605634239 type Work @default.
• W2605634239 sameAs 2605634239 @default.
• W2605634239 citedByCount "18" @default.
• W2605634239 countsByYear W26056342392018 @default.
• W2605634239 countsByYear W26056342392019 @default.
• W2605634239 countsByYear W26056342392020 @default.
• W2605634239 countsByYear W26056342392021 @default.
• W2605634239 countsByYear W26056342392022 @default.
• W2605634239 countsByYear W26056342392023 @default.
• W2605634239 crossrefType "journal-article" @default.
• W2605634239 hasAuthorship W2605634239A5007493332 @default.
• W2605634239 hasAuthorship W2605634239A5031024218 @default.
• W2605634239 hasAuthorship W2605634239A5060313376 @default.
• W2605634239 hasConcept C11413529 @default.
• W2605634239 hasConcept C127413603 @default.
• W2605634239 hasConcept C135628077 @default.
• W2605634239 hasConcept C147176958 @default.
• W2605634239 hasConcept C2781469121 @default.
• W2605634239 hasConcept C41008148 @default.
• W2605634239 hasConcept C45374587 @default.
• W2605634239 hasConcept C535899295 @default.
• W2605634239 hasConcept C66938386 @default.
• W2605634239 hasConceptScore W2605634239C11413529 @default.
• W2605634239 hasConceptScore W2605634239C127413603 @default.
• W2605634239 hasConceptScore W2605634239C135628077 @default.
• W2605634239 hasConceptScore W2605634239C147176958 @default.
• W2605634239 hasConceptScore W2605634239C2781469121 @default.
• W2605634239 hasConceptScore W2605634239C41008148 @default.
• W2605634239 hasConceptScore W2605634239C45374587 @default.
• W2605634239 hasConceptScore W2605634239C535899295 @default.
• W2605634239 hasConceptScore W2605634239C66938386 @default.
• W2605634239 hasLocation W26056342391 @default.
• W2605634239 hasOpenAccess W2605634239 @default.
• W2605634239 hasPrimaryLocation W26056342391 @default.
• W2605634239 hasRelatedWork W1524269906 @default.
• W2605634239 hasRelatedWork W2349738085 @default.
• W2605634239 hasRelatedWork W2350032752 @default.
• W2605634239 hasRelatedWork W2354406864 @default.
• W2605634239 hasRelatedWork W2362478917 @default.
• W2605634239 hasRelatedWork W2363718127 @default.
• W2605634239 hasRelatedWork W2366363060 @default.
• W2605634239 hasRelatedWork W2381670429 @default.
• W2605634239 hasRelatedWork W4321360886 @default.
• W2605634239 hasRelatedWork W570079892 @default.
• W2605634239 hasVolume "82" @default.
• W2605634239 isParatext "false" @default.
• W2605634239 isRetracted "false" @default.
• W2605634239 magId "2605634239" @default.
• W2605634239 workType "article" @default.