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Performance-based seismic design of a major viaduct using torsional dampers
Date
2015-12-20
Author
Dicleli, Murat
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URI
https://hdl.handle.net/11511/75426
Conference Name
14th International Conference on Structural & Geotechnical Engineering (ICSGE14), (20 Aralık 2015)
Collections
Department of Engineering Sciences, Conference / Seminar
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This paper presents a sample application of seismic isolation techniques in performance-based design of a major viaduct. The Bitlis River viaduct is located in a seismically active region. The targeted performance goal required no damage at 475-year return period earthquake and repairable damage at 2475-year return period earthquake. The bridge is designed with a seismic isolation system composed of spherical bearings and MRSD (Multidirectional Re-centering steel Damper) hysteretic dampers. The MRSD is a re...
Performance-based seismic design of isolated bridges using gapped damping device connections
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A building stock consisting of 130 medium-rise reinforced concrete buildings were damaged moderately during the recent earthquakes in Turkey. These buildings were rehabilitated by using simple, cost-effective methods where the newly added shear walls comprised the primary lateral load resisting system. In the presented study, different seismic performance evaluation procedures are tested first on the samples of damaged buildings for predicting their observed performances. Then the expected performances of t...
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Performance-Based Design of Seismic İsolated Bridges in Cold Climate; A Case Study
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M. Dicleli, “Performance-based seismic design of a major viaduct using torsional dampers,” presented at the 14th International Conference on Structural & Geotechnical Engineering (ICSGE14), (20 Aralık 2015), Cairo, Mısır, 2015, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/75426.