FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2797606468> ?p ?o ?g. }

• W2797606468 abstract "After the 2005 M7.6 Kashmir earthquake (Pakistan), field observations reported that several buildings manufactured with local traditional techniques resisted well to that strong seismic event. In this paper the attention is focused on a typical vernacular construction technique commonly named as “Bhatar”, still practiced in the Himalayan regions of India and Pakistan. It is grounded upon the timber lacing or timber reinforcement masonry concept, i.e. the combination of dry-stacked loose stones with timber beams to increase the wall confinement. Despite its good seismic performances, it has still not been deeply studied from a structural engineering point of view. This paper represents a first attempt to fill this gap. It presents a full analytical study on the structural behaviour of a simple one-storey building unit characterized by a 3.6 m x 3.6 m square plan covered by an heavy wooden roof with 20 cm thick earth coverage, in order to investigate its response under gravity and seismic inertial loadings. Materials properties, static analysis and seismic analysis are discussed. In detail, Shorea Robusta wood and limestone rocks are identified as the most used construction materials for the Bhatar buildings. The Barton's model is applied to characterise the shear strength of the rubble stone layers in the wall. Static analysis reveals that normal stresses at the ground level are around 92 kPa, which can be considered acceptable for common soils. With respect to earthquake, the Bhatar technique can absorb wall cracking and distortion mechanisms, and can dissipate energy through friction between stones. Under the assumption of no vertical ground motion, the acceleration which activates in-plane sliding mechanisms is found to be around 0.5 g, being dependent on the interface friction between adjacent layers. Some preliminary considerations about the out-of-plane seismic behaviour are also provided concerning overturning and bending failure mechanisms. The results are based on assumptions taken by several authors and have not been verified with experimental tests. Nevertheless, some practical suggestions can be derived to improve the seismic shear strength and to ensure friction also in the case of significant vertical component of earthquake ground motions." @default.
• W2797606468 created "2018-04-24" @default.
• W2797606468 creator A5036543316 @default.
• W2797606468 creator A5046991637 @default.
• W2797606468 creator A5067099320 @default.
• W2797606468 creator A5072409823 @default.
• W2797606468 date "2018-04-12" @default.
• W2797606468 modified "2023-09-25" @default.
• W2797606468 title "How Can Vernacular Construction Techniques Sustain Earthquakes: The Case of the Bhatar Buildings" @default.
• W2797606468 cites W1547349565 @default.
• W2797606468 cites W1574370010 @default.
• W2797606468 cites W1954697937 @default.
• W2797606468 cites W1978059077 @default.
• W2797606468 cites W2026780030 @default.
• W2797606468 cites W2032612129 @default.
• W2797606468 cites W2040534406 @default.
• W2797606468 cites W2068622155 @default.
• W2797606468 cites W2286585907 @default.
• W2797606468 cites W2331033898 @default.
• W2797606468 cites W2497366904 @default.
• W2797606468 cites W2578386192 @default.
• W2797606468 cites W2621713131 @default.
• W2797606468 cites W2765804866 @default.
• W2797606468 cites W4248442761 @default.
• W2797606468 doi "https://doi.org/10.3389/fbuil.2018.00018" @default.
• W2797606468 hasPublicationYear "2018" @default.
• W2797606468 type Work @default.
• W2797606468 sameAs 2797606468 @default.
• W2797606468 citedByCount "6" @default.
• W2797606468 countsByYear W27976064682019 @default.
• W2797606468 countsByYear W27976064682020 @default.
• W2797606468 countsByYear W27976064682021 @default.
• W2797606468 countsByYear W27976064682023 @default.
• W2797606468 crossrefType "journal-article" @default.
• W2797606468 hasAuthorship W2797606468A5036543316 @default.
• W2797606468 hasAuthorship W2797606468A5046991637 @default.
• W2797606468 hasAuthorship W2797606468A5067099320 @default.
• W2797606468 hasAuthorship W2797606468A5072409823 @default.
• W2797606468 hasBestOaLocation W27976064681 @default.
• W2797606468 hasConcept C127313418 @default.
• W2797606468 hasConcept C127413603 @default.
• W2797606468 hasConcept C147176958 @default.
• W2797606468 hasConcept C16674752 @default.
• W2797606468 hasConcept C187320778 @default.
• W2797606468 hasConcept C2776748203 @default.
• W2797606468 hasConcept C2777929537 @default.
• W2797606468 hasConcept C2781315196 @default.
• W2797606468 hasConcept C2988805333 @default.
• W2797606468 hasConcept C29979489 @default.
• W2797606468 hasConcept C535899295 @default.
• W2797606468 hasConcept C66938386 @default.
• W2797606468 hasConcept C77595967 @default.
• W2797606468 hasConceptScore W2797606468C127313418 @default.
• W2797606468 hasConceptScore W2797606468C127413603 @default.
• W2797606468 hasConceptScore W2797606468C147176958 @default.
• W2797606468 hasConceptScore W2797606468C16674752 @default.
• W2797606468 hasConceptScore W2797606468C187320778 @default.
• W2797606468 hasConceptScore W2797606468C2776748203 @default.
• W2797606468 hasConceptScore W2797606468C2777929537 @default.
• W2797606468 hasConceptScore W2797606468C2781315196 @default.
• W2797606468 hasConceptScore W2797606468C2988805333 @default.
• W2797606468 hasConceptScore W2797606468C29979489 @default.
• W2797606468 hasConceptScore W2797606468C535899295 @default.
• W2797606468 hasConceptScore W2797606468C66938386 @default.
• W2797606468 hasConceptScore W2797606468C77595967 @default.
• W2797606468 hasLocation W27976064681 @default.
• W2797606468 hasOpenAccess W2797606468 @default.
• W2797606468 hasPrimaryLocation W27976064681 @default.
• W2797606468 hasRelatedWork W1515637657 @default.
• W2797606468 hasRelatedWork W1849701287 @default.
• W2797606468 hasRelatedWork W2247662880 @default.
• W2797606468 hasRelatedWork W2360791554 @default.
• W2797606468 hasRelatedWork W2789480574 @default.
• W2797606468 hasRelatedWork W2795697004 @default.
• W2797606468 hasRelatedWork W2943637186 @default.
• W2797606468 hasRelatedWork W3042384063 @default.
• W2797606468 hasRelatedWork W4316253204 @default.
• W2797606468 hasRelatedWork W4366715568 @default.
• W2797606468 hasVolume "4" @default.
• W2797606468 isParatext "false" @default.
• W2797606468 isRetracted "false" @default.
• W2797606468 magId "2797606468" @default.
• W2797606468 workType "article" @default.