Matches in SemOpenAlex for { <https://semopenalex.org/work/W3125044025> ?p ?o ?g. }
Showing items 1 to 84 of
84
with 100 items per page.
- W3125044025 abstract "With the increase in explosive attacks and the need for defensive preparedness, it is possible to consider strategies to improve the safety and resilience of non-structural members and their efficiency. In this paper, the nonlinear performance of a reinforced concrete frame with non-structural steel wall-reinforced interlayer under blast load is investigated. For this, in the first step, a concrete frame with steel wall-reinforced masonry frames, according to the latest recommendation of the Iranian seismic design code, in ABAQUS finite element software under the load of two explosive charges of 300 and 1000 kg by equivalent pressure method. The blast was located at distances of 5, 10, and 15 meters from the base of the structure, and the relative displacement response between the interfaces and the dissipated energy in the whole model were studied. In the second step, the necessity of strengthening this system has been discussed by adopting two strategies: increasing the cross-sectional number of wall-posts and reducing the distances of wall-posts. The results show that the relative displacement of peer-to-peer in the model with the strategy of increasing the cross-sectional number of wall-posts, at the expense of 1000 kg and 300 kg at a distance of 5 m by increasing the angle cross-section from L60x60x6 mm to L80x80x8 mm by 34.20%, respectively. And decreased by 48.25%. This reduction was achieved in the model with the strategy of reducing the distances of the wall posts at the expense of 1000 and 300 kg at a distance of 5 meters, respectively 5.51% and 3.53%, which was more than 2 times the amount of reduction of the first strategy. Also, the depleted energy in the model with the strategy of reducing distances compared to the model with a cross-section of L80x80x8 mm under 1000 kg explosion, more than 2.4 has been obtained." @default.
- W3125044025 created "2021-02-01" @default.
- W3125044025 creator A5062828313 @default.
- W3125044025 creator A5089420245 @default.
- W3125044025 date "2021-01-19" @default.
- W3125044025 modified "2023-09-27" @default.
- W3125044025 title "Performance Improvement of Masonry Infill Walls Strengthened With Steel Wall-Post Under Different Charges & Different Distances of Explosion Loading" @default.
- W3125044025 doi "https://doi.org/10.22065/jsce.2021.234452.2165" @default.
- W3125044025 hasPublicationYear "2021" @default.
- W3125044025 type Work @default.
- W3125044025 sameAs 3125044025 @default.
- W3125044025 citedByCount "0" @default.
- W3125044025 crossrefType "journal-article" @default.
- W3125044025 hasAuthorship W3125044025A5062828313 @default.
- W3125044025 hasAuthorship W3125044025A5089420245 @default.
- W3125044025 hasConcept C107551265 @default.
- W3125044025 hasConcept C111335779 @default.
- W3125044025 hasConcept C121332964 @default.
- W3125044025 hasConcept C126042441 @default.
- W3125044025 hasConcept C127413603 @default.
- W3125044025 hasConcept C135628077 @default.
- W3125044025 hasConcept C154238967 @default.
- W3125044025 hasConcept C15744967 @default.
- W3125044025 hasConcept C159985019 @default.
- W3125044025 hasConcept C178790620 @default.
- W3125044025 hasConcept C185592680 @default.
- W3125044025 hasConcept C192562407 @default.
- W3125044025 hasConcept C2524010 @default.
- W3125044025 hasConcept C2779585090 @default.
- W3125044025 hasConcept C33923547 @default.
- W3125044025 hasConcept C52234038 @default.
- W3125044025 hasConcept C535899295 @default.
- W3125044025 hasConcept C542102704 @default.
- W3125044025 hasConcept C62520636 @default.
- W3125044025 hasConcept C66938386 @default.
- W3125044025 hasConcept C78519656 @default.
- W3125044025 hasConceptScore W3125044025C107551265 @default.
- W3125044025 hasConceptScore W3125044025C111335779 @default.
- W3125044025 hasConceptScore W3125044025C121332964 @default.
- W3125044025 hasConceptScore W3125044025C126042441 @default.
- W3125044025 hasConceptScore W3125044025C127413603 @default.
- W3125044025 hasConceptScore W3125044025C135628077 @default.
- W3125044025 hasConceptScore W3125044025C154238967 @default.
- W3125044025 hasConceptScore W3125044025C15744967 @default.
- W3125044025 hasConceptScore W3125044025C159985019 @default.
- W3125044025 hasConceptScore W3125044025C178790620 @default.
- W3125044025 hasConceptScore W3125044025C185592680 @default.
- W3125044025 hasConceptScore W3125044025C192562407 @default.
- W3125044025 hasConceptScore W3125044025C2524010 @default.
- W3125044025 hasConceptScore W3125044025C2779585090 @default.
- W3125044025 hasConceptScore W3125044025C33923547 @default.
- W3125044025 hasConceptScore W3125044025C52234038 @default.
- W3125044025 hasConceptScore W3125044025C535899295 @default.
- W3125044025 hasConceptScore W3125044025C542102704 @default.
- W3125044025 hasConceptScore W3125044025C62520636 @default.
- W3125044025 hasConceptScore W3125044025C66938386 @default.
- W3125044025 hasConceptScore W3125044025C78519656 @default.
- W3125044025 hasLocation W31250440251 @default.
- W3125044025 hasOpenAccess W3125044025 @default.
- W3125044025 hasPrimaryLocation W31250440251 @default.
- W3125044025 hasRelatedWork W1982293382 @default.
- W3125044025 hasRelatedWork W2161436391 @default.
- W3125044025 hasRelatedWork W2205421215 @default.
- W3125044025 hasRelatedWork W2334441237 @default.
- W3125044025 hasRelatedWork W2345772586 @default.
- W3125044025 hasRelatedWork W2531731816 @default.
- W3125044025 hasRelatedWork W2610748853 @default.
- W3125044025 hasRelatedWork W2734627637 @default.
- W3125044025 hasRelatedWork W2768122866 @default.
- W3125044025 hasRelatedWork W2955337952 @default.
- W3125044025 hasRelatedWork W3010640494 @default.
- W3125044025 hasRelatedWork W3017556061 @default.
- W3125044025 hasRelatedWork W3112478476 @default.
- W3125044025 hasRelatedWork W3127482058 @default.
- W3125044025 hasRelatedWork W3161328890 @default.
- W3125044025 hasRelatedWork W3174157676 @default.
- W3125044025 hasRelatedWork W3194035819 @default.
- W3125044025 hasRelatedWork W1925935717 @default.
- W3125044025 hasRelatedWork W2038927459 @default.
- W3125044025 hasRelatedWork W3010969361 @default.
- W3125044025 isParatext "false" @default.
- W3125044025 isRetracted "false" @default.
- W3125044025 magId "3125044025" @default.
- W3125044025 workType "article" @default.