FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2976434904> ?p ?o ?g. }

• W2976434904 abstract "After an explosion, determining the remaining capacity of a structure to resist a progressive collapse can provide valuable information for emergency operations and decision makers. Condition assessments after a blast are commonly performed with a visual inspection. However, visual inspections can be time-consuming and involve putting additional personnel into harm’s way. Analytical blast analyses can estimate a structures post-blast condition, but to achieve a high level of accuracy these analyses can be time-consuming and require information regarding the blast event which may not be available at the time. This presents a need for a threat independent post-blast analysis method, which can assess for the post-blast structural condition without requiring personnel to enter the structure. The alternate path method has been used to design buildings to resist a progressive collapse; however, it does not incorporate damage outside of element failure making it unsuitable for post-blast condition assessments. Model updating using modal properties from vibration measurements has been used in structural health monitoring to estimate damage on structures, but it has not been applied to post-blast structures. In this article, a method to estimate the remaining elemental structural capacity of a post-blast structure, called the adaptive alternate path analysis, is presented. This method involves using the alternate path method to assess an updated numerical model, which incorporates the buildings’ structural damage. To demonstrate the impact of incorporating additional damage beyond elemental failure on a structure’s capacity, a simulated study is presented using simulated stiffness reductions. A blast simulation is then used to show the capacity of the updated numerical model to represent the post-blast structure and the improvements gained over using the original model. The presented methodology can be used to assess a structures potential for progressive collapse after a blast, leading to safer emergency operations." @default.
• W2976434904 created "2019-10-03" @default.
• W2976434904 creator A5048842831 @default.
• W2976434904 creator A5053666430 @default.
• W2976434904 date "2019-09-27" @default.
• W2976434904 modified "2023-10-18" @default.
• W2976434904 title "Remaining capacity estimation for buildings after an explosion using the adaptive alternate path analysis" @default.
• W2976434904 cites W1975246935 @default.
• W2976434904 cites W1976769334 @default.
• W2976434904 cites W1987182367 @default.
• W2976434904 cites W2013730762 @default.
• W2976434904 cites W2015859489 @default.
• W2976434904 cites W2036922542 @default.
• W2976434904 cites W2041695191 @default.
• W2976434904 cites W2054720599 @default.
• W2976434904 cites W2056054966 @default.
• W2976434904 cites W2068677386 @default.
• W2976434904 cites W2086767049 @default.
• W2976434904 cites W2086827153 @default.
• W2976434904 cites W2094965286 @default.
• W2976434904 cites W2112012150 @default.
• W2976434904 cites W2225794325 @default.
• W2976434904 cites W2316739681 @default.
• W2976434904 cites W2462947306 @default.
• W2976434904 cites W2578648718 @default.
• W2976434904 cites W68967955 @default.
• W2976434904 doi "https://doi.org/10.1177/1369433219876212" @default.
• W2976434904 hasPublicationYear "2019" @default.
• W2976434904 type Work @default.
• W2976434904 sameAs 2976434904 @default.
• W2976434904 citedByCount "2" @default.
• W2976434904 countsByYear W29764349042020 @default.
• W2976434904 countsByYear W29764349042021 @default.
• W2976434904 crossrefType "journal-article" @default.
• W2976434904 hasAuthorship W2976434904A5048842831 @default.
• W2976434904 hasAuthorship W2976434904A5053666430 @default.
• W2976434904 hasConcept C121332964 @default.
• W2976434904 hasConcept C127413603 @default.
• W2976434904 hasConcept C188027245 @default.
• W2976434904 hasConcept C192562407 @default.
• W2976434904 hasConcept C198394728 @default.
• W2976434904 hasConcept C199360897 @default.
• W2976434904 hasConcept C200601418 @default.
• W2976434904 hasConcept C2776247918 @default.
• W2976434904 hasConcept C2777735758 @default.
• W2976434904 hasConcept C2779372316 @default.
• W2976434904 hasConcept C2780185282 @default.
• W2976434904 hasConcept C2988805333 @default.
• W2976434904 hasConcept C41008148 @default.
• W2976434904 hasConcept C62520636 @default.
• W2976434904 hasConcept C66938386 @default.
• W2976434904 hasConcept C71139939 @default.
• W2976434904 hasConceptScore W2976434904C121332964 @default.
• W2976434904 hasConceptScore W2976434904C127413603 @default.
• W2976434904 hasConceptScore W2976434904C188027245 @default.
• W2976434904 hasConceptScore W2976434904C192562407 @default.
• W2976434904 hasConceptScore W2976434904C198394728 @default.
• W2976434904 hasConceptScore W2976434904C199360897 @default.
• W2976434904 hasConceptScore W2976434904C200601418 @default.
• W2976434904 hasConceptScore W2976434904C2776247918 @default.
• W2976434904 hasConceptScore W2976434904C2777735758 @default.
• W2976434904 hasConceptScore W2976434904C2779372316 @default.
• W2976434904 hasConceptScore W2976434904C2780185282 @default.
• W2976434904 hasConceptScore W2976434904C2988805333 @default.
• W2976434904 hasConceptScore W2976434904C41008148 @default.
• W2976434904 hasConceptScore W2976434904C62520636 @default.
• W2976434904 hasConceptScore W2976434904C66938386 @default.
• W2976434904 hasConceptScore W2976434904C71139939 @default.
• W2976434904 hasFunder F4320306106 @default.
• W2976434904 hasLocation W29764349041 @default.
• W2976434904 hasOpenAccess W2976434904 @default.
• W2976434904 hasPrimaryLocation W29764349041 @default.
• W2976434904 hasRelatedWork W10100307 @default.
• W2976434904 hasRelatedWork W13610302 @default.
• W2976434904 hasRelatedWork W221091 @default.
• W2976434904 hasRelatedWork W4496151 @default.
• W2976434904 hasRelatedWork W5413079 @default.
• W2976434904 hasRelatedWork W8306564 @default.
• W2976434904 hasRelatedWork W8886216 @default.
• W2976434904 hasRelatedWork W9082787 @default.
• W2976434904 hasRelatedWork W11272942 @default.
• W2976434904 hasRelatedWork W9601982 @default.
• W2976434904 isParatext "false" @default.
• W2976434904 isRetracted "false" @default.
• W2976434904 magId "2976434904" @default.
• W2976434904 workType "article" @default.