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dc.contributor.authorOzturk B.
dc.contributor.authorSenturk T.
dc.contributor.authorYilmaz C.
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2010
dc.identifier.isbn9781617388446
dc.identifier.urihttps://hdl.handle.net/11480/999
dc.descriptionFederal Emergency Management Agency (FEMA);U.S. Geological Survey (USGS);U.S. Department of Energy;U.S. Nuclear Regulatory Commission;Degenkolb Engineersen_US
dc.description9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium -- 25 July 2010 through 29 July 2010 -- Toronto, ON -- 93036en_US
dc.description.abstractThis study focuses on analytical investigation of effect of seismic retrofit application using carbon fiber (CFRP) plates on seismic behavior of a monumental building constructed in historical Cappadocia region of Turkey. The investigated building is located at the town of Fertek which is two kilometers from the city of Nigde. It has been used as a worshipping temple since it was built in the year 1835. In addition to modal and response spectrum analysis, the building is subjected to ground motion records which were obtained during recent earthquakes in Turkey. These ground motions were recorded during Ceyhan earthquake (1998) which occured close to Nigde, Marmara earthquake (1999) and Duzce earthquake (1999). Furthermore, the building is exposed to static load combinations given in the Turkish Code. Seismic behavior of the monumental building both before and after the application of retrofitting using CFRP plates is investigated analytically. Carbon fiber (CFRP) retrofitting is applied at column and beam elements as surface coating of 0,5 cm and 1,0 cm thickness. The CFRP plates are applied at all convenient and available surfaces of column and beam elements. The analyses are conducted on the monumental building for the cases of with wall and without wall in order to consider the effect of structural walls on the seismic behavior of the building. In the light of the analytical results, expected level of structural damage of the retrofitted monumental building is examined within the scope of displacement based approach. It is observed that there is a stable decrease in maximum lateral drift demand upon application of CFRP retrofitting on the original building model.en_US
dc.language.isoengen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject[0-Belirlenecek]en_US
dc.titleAnalytical investigation of effect of retrofit application using CFRP on seismic behavior of a monumental building at historical Cappadocia region of Turkeyen_US
dc.typeconferenceObjecten_US
dc.relation.journal9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposiumen_US
dc.departmentNiğde ÖHÜen_US
dc.identifier.volume3en_US
dc.identifier.startpage2055en_US
dc.identifier.endpage2064en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.contributor.institutionauthor[0-Belirlenecek]


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