Structures 2001 2001
DOI: 10.1061/40558(2001)113
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Seismic Evaluation and Retrofit of the Ataturk International Airport Terminal Building

Abstract: MCEER was part of a team charged with the seismic upgrade of Istanbul's Ataturk International Airport Terminal Building. The project involved analysis of post-earthquake damage to the Terminal Building following the 1999 Marmara, Turkey earthquake, and development of a retrofit scheme. Nonlinear static and dynamic analyses were conducted using procedures set forth in FEMA 273 (including numerous contributions from MCEER researchers). Pushover analyses were conducted using IDARC (developed with MCEER support). … Show more

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Cited by 9 publications
(3 citation statements)
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“…Lead has good fatigue resistance for the plastic cycling load, and high-purity Pb (99.99%) is easy to obtain, which makes its mechanical properties more reliable. This article selects the Fuyo lead rubber bearing series product LRB600, produced by the Wuxi construction new material Limited Company [9]. Its mechanical performance parameters are shown in Table 1.…”
Section: Selection Of a Seismic Isolation Devicementioning
confidence: 99%
“…Lead has good fatigue resistance for the plastic cycling load, and high-purity Pb (99.99%) is easy to obtain, which makes its mechanical properties more reliable. This article selects the Fuyo lead rubber bearing series product LRB600, produced by the Wuxi construction new material Limited Company [9]. Its mechanical performance parameters are shown in Table 1.…”
Section: Selection Of a Seismic Isolation Devicementioning
confidence: 99%
“…The new three-story terminal building at the Ataturk International Airport was damaged during the 1999 Izmit earthquake. The damage, including loss of concrete at the underside of the roof truss-cantilever column connections, slippage of the roof truss base plates atop the columns, and splitting cracks and spalled concrete in the beam-column joints at the top of columns, were observed (Constantinou et al, 2001). Similar observations have been reported in the Great East Japan Earthquake of 2011 in Japan (AIJ, 2014; Matsumoto et al, 2012) and Lushan Earthquake of 2013 in China (Dai et al, 2013; Li et al, 2019).…”
Section: Introductionmentioning
confidence: 99%
“…The SSB can determine its natural period irrespective of the supporting weight and can adjust the maximum deformation because of the concave‐plate curvature, which is difficult for laminated rubber bearings, especially in lightweight structures. Therefore, SSBs are suitable for seismically isolated roofs or lightweight housings, which have been employed to support the roof structures of airports or the terminal buildings themselves for seismic isolation…”
Section: Introductionmentioning
confidence: 99%