FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2767319981> ?p ?o ?g. }

• W2767319981 abstract "Earthquake, the natural phenomena, is conceived by the movement of the tectonic plates that induce shocks and impulse of devastating magnitude at ground level. Reducing losses during an earthquake has always been one of the most critical concerns of humans in earthquake prone areas. The main goal has been always to attenuate the shocks induced by ground motions on man-made structures. Two approaches have been conducted; increasing the earthquake resistant capacity of a structure, and reducing the seismic demands on a structure. With regard to the concept of reducing seismic demands on a structures, seismic base isolation is considered as an efficient method in mitigation of earthquake damages.A proper base isolation framework offers a structure great dynamic performance and in this way, the structure will be able to remain in elastic mode during an earthquake. On the other hand, not all isolation systems can provide the target structure with efficient seismic performance. The majority of currently available isolation systems still have some practical limitations. These limitations affect the functionality of a structural system and impose some restrictions to its proper use and protection level, causing it not to achieve anticipated level of performances.In this dissertation, an innovative seismic isolation system is proposed and investigated via laboratory tests and computer simulation to introduce a practical and effective seismic isolation system. The proposed system has aimed to modify some drawbacks of current seismic isolation system whilst at the same time keeping their advantages. The innovative isolation system in this study incorporates air-bearing benefits together with roller bearings and bungee cords in a complex system for horizontal base isolation.An experimental study was carried out to test a scale structure model (1/10th in length) as a case study for this research, to observe the behaviour of the structure with and without isolation system and to extract the dynamic characteristics of the structure by measuring fundamental frequencies and damping through a free vibration test.Computer simulation was conducted to simulate the dynamic behaviour of the structure when it is subjected to three different types of earthquakes; and with different baseviconfigurations (fixed base and base isolated). The simulation was performed to gain an insight into the performance of the proposed isolation system under the given structure.Results from computer simulation were compared and validated with findings from experimental tests. It was confirmed that the present isolation system offers a significant reduction in acceleration demand in the structure leading to the reduction of base shear and consequently the level of damage to the structure. Results revealed that the proposed isolation system is able to mitigate the seismic responses under different ground motion excitations while exhibiting robust performance for the given structure. Furthermore, the system can also be used to isolate sensitive equipment or hardware in buildings affected by seismic shocks." @default.
• W2767319981 created "2017-11-17" @default.
• W2767319981 creator A5013211113 @default.
• W2767319981 creator A5047303867 @default.
• W2767319981 date "2015-01-01" @default.
• W2767319981 modified "2023-09-27" @default.
• W2767319981 title "A new approach to seismic base isolation using air-bearing solutions" @default.
• W2767319981 cites W111823792 @default.
• W2767319981 cites W1503487096 @default.
• W2767319981 cites W1504563554 @default.
• W2767319981 cites W1504658361 @default.
• W2767319981 cites W1523251067 @default.
• W2767319981 cites W1529952522 @default.
• W2767319981 cites W1565693361 @default.
• W2767319981 cites W1584053331 @default.
• W2767319981 cites W1978636571 @default.
• W2767319981 cites W1989331970 @default.
• W2767319981 cites W2010651343 @default.
• W2767319981 cites W2014984356 @default.
• W2767319981 cites W2017511020 @default.
• W2767319981 cites W2029290761 @default.
• W2767319981 cites W2055059354 @default.
• W2767319981 cites W2060113525 @default.
• W2767319981 cites W2062293440 @default.
• W2767319981 cites W2063830255 @default.
• W2767319981 cites W2090082971 @default.
• W2767319981 cites W2099122286 @default.
• W2767319981 cites W2111460811 @default.
• W2767319981 cites W2184131172 @default.
• W2767319981 cites W2188168518 @default.
• W2767319981 cites W2204482585 @default.
• W2767319981 cites W2388572459 @default.
• W2767319981 cites W2493454761 @default.
• W2767319981 cites W2573097811 @default.
• W2767319981 cites W2594402201 @default.
• W2767319981 cites W589725186 @default.
• W2767319981 cites W618190765 @default.
• W2767319981 cites W2485825089 @default.
• W2767319981 hasPublicationYear "2015" @default.
• W2767319981 type Work @default.
• W2767319981 sameAs 2767319981 @default.
• W2767319981 citedByCount "0" @default.
• W2767319981 crossrefType "dissertation" @default.
• W2767319981 hasAuthorship W2767319981A5013211113 @default.
• W2767319981 hasAuthorship W2767319981A5047303867 @default.
• W2767319981 hasConcept C121332964 @default.
• W2767319981 hasConcept C126042441 @default.
• W2767319981 hasConcept C127313418 @default.
• W2767319981 hasConcept C127413603 @default.
• W2767319981 hasConcept C165205528 @default.
• W2767319981 hasConcept C2775941552 @default.
• W2767319981 hasConcept C2994193878 @default.
• W2767319981 hasConcept C41008148 @default.
• W2767319981 hasConcept C43947826 @default.
• W2767319981 hasConcept C62520636 @default.
• W2767319981 hasConcept C66938386 @default.
• W2767319981 hasConcept C70836080 @default.
• W2767319981 hasConcept C78519656 @default.
• W2767319981 hasConcept C86803240 @default.
• W2767319981 hasConcept C89423630 @default.
• W2767319981 hasConcept C90626213 @default.
• W2767319981 hasConceptScore W2767319981C121332964 @default.
• W2767319981 hasConceptScore W2767319981C126042441 @default.
• W2767319981 hasConceptScore W2767319981C127313418 @default.
• W2767319981 hasConceptScore W2767319981C127413603 @default.
• W2767319981 hasConceptScore W2767319981C165205528 @default.
• W2767319981 hasConceptScore W2767319981C2775941552 @default.
• W2767319981 hasConceptScore W2767319981C2994193878 @default.
• W2767319981 hasConceptScore W2767319981C41008148 @default.
• W2767319981 hasConceptScore W2767319981C43947826 @default.
• W2767319981 hasConceptScore W2767319981C62520636 @default.
• W2767319981 hasConceptScore W2767319981C66938386 @default.
• W2767319981 hasConceptScore W2767319981C70836080 @default.
• W2767319981 hasConceptScore W2767319981C78519656 @default.
• W2767319981 hasConceptScore W2767319981C86803240 @default.
• W2767319981 hasConceptScore W2767319981C89423630 @default.
• W2767319981 hasConceptScore W2767319981C90626213 @default.
• W2767319981 hasLocation W27673199811 @default.
• W2767319981 hasOpenAccess W2767319981 @default.
• W2767319981 hasPrimaryLocation W27673199811 @default.
• W2767319981 hasRelatedWork W1516399137 @default.
• W2767319981 hasRelatedWork W159749927 @default.
• W2767319981 hasRelatedWork W1987241073 @default.
• W2767319981 hasRelatedWork W1999405146 @default.
• W2767319981 hasRelatedWork W2004114303 @default.
• W2767319981 hasRelatedWork W2024961369 @default.
• W2767319981 hasRelatedWork W2077689955 @default.
• W2767319981 hasRelatedWork W2092481861 @default.
• W2767319981 hasRelatedWork W2337165090 @default.
• W2767319981 hasRelatedWork W2466126327 @default.
• W2767319981 hasRelatedWork W2496251373 @default.
• W2767319981 hasRelatedWork W2546900736 @default.
• W2767319981 hasRelatedWork W2739384711 @default.
• W2767319981 hasRelatedWork W2809437190 @default.
• W2767319981 hasRelatedWork W2887251622 @default.
• W2767319981 hasRelatedWork W2895734172 @default.
• W2767319981 hasRelatedWork W2936724230 @default.
• W2767319981 hasRelatedWork W2951251872 @default.
• W2767319981 hasRelatedWork W3082872803 @default.
• W2767319981 hasRelatedWork W420955354 @default.

• next