Investigation of performance of MRF EBF dual frames with removable links during and after seismic events
Investigation of performance of MRF EBF dual frames with removable links during and after seismic events
dc.contributor.advisor | D´Aniello Mario | |
dc.contributor.author | Natarajan Aravind | |
dc.date.accessioned | 2017-04-25T17:36:46Z | |
dc.date.available | 2017-04-25T17:36:46Z | |
dc.date.issued | 2017-01-08 | |
dc.identifier | KOS-695600289405 | |
dc.identifier.uri | http://hdl.handle.net/10467/68099 | |
dc.description.abstract | Moment resisting frames and braced frames are both being used extensively as lateral force resisting systems in multi-storey buildings nowadays. While moment resisting frames are known for being ductile, the eccentrically braced frame alternatives provide increasing stiffness but reduced ductility while retaining high energy dissipation capacity. The thesis focusses primarily on the possibility of combining the two systems (MRF and EBF) in order to achieve the best of both worlds (an increased initial stiffness and high energy dissipation at moderate earthquakes with enough reserve ductility for severe earthquakes). This ensures non-collapse of structures at severe ground displacements with easy repair and rehabilitation measures at frequent less severe seismic demands. | cze |
dc.description.abstract | Moment resisting frames and braced frames are both being used extensively as lateral force resisting systems in multi-storey buildings nowadays. While moment resisting frames are known for being ductile, the eccentrically braced frame alternatives provide increasing stiffness but reduced ductility while retaining high energy dissipation capacity. The thesis focusses primarily on the possibility of combining the two systems (MRF and EBF) in order to achieve the best of both worlds (an increased initial stiffness and high energy dissipation at moderate earthquakes with enough reserve ductility for severe earthquakes). This ensures non-collapse of structures at severe ground displacements with easy repair and rehabilitation measures at frequent less severe seismic demands. | eng |
dc.language.iso | ENG | |
dc.publisher | České vysoké učení technické v Praze. Vypočetní a informační centrum. | cze |
dc.publisher | Czech Technical University in Prague. Computing and Information Centre. | eng |
dc.rights | A university thesis is a work protected by the Copyright Act. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one?s own expense. The use of thesis should be in compliance with the Copyright Act http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf and the citation ethics http://knihovny.cvut.cz/vychova/vskp.html | eng |
dc.rights | Vysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf a citační etikou http://knihovny.cvut.cz/vychova/vskp.html | cze |
dc.subject | Dual frames, Seismic Design of frames, Seismostruct, SAP2000, Moment resisting frames, eccentrically braced frames, earthquake, recentering, pushover analysis, time history analysis. | cze |
dc.subject | Dual frames, Seismic Design of frames, Seismostruct, SAP2000, Moment resisting frames, eccentrically braced frames, earthquake, recentering, pushover analysis, time history analysis. | eng |
dc.title | Investigation of performance of MRF EBF dual frames with removable links during and after seismic events | cze |
dc.title | Investigation of performance of MRF EBF dual frames with removable links during and after seismic events | eng |
dc.type | diplomová práce | cze |
dc.type | master thesis | eng |
dc.date.accepted | 2017-02-14 | |
dc.contributor.referee | De Martino Attilio | |
theses.degree.discipline | Sustainable Constructions under Natural Hazards and Catastrophic Events | cze |
theses.degree.grantor | katedra ocelových a dřevěných konstrukcí | cze |
theses.degree.programme | Civil Engineering | cze |
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Diplomové práce - 11134 [610]