Page 122 - Çevre Şehir İklim İngilizce - Sayı 4
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Seismic Isolation in Earthquake -
                              Resistant Structural Design for Resilient Cities

            seismic isolation residential type building complex constructed in İstanbul,
            the  historical  Nusretiye  Clock  Tower  was  placed  on  seismic  isolators  and
            the historical Göztepe Railway Station Building was reinforced with seismic
            isolation technology.
               The  increasing  need  for  an  isolator  test  laboratory  in  parallel  with  the
            increasing seismic isolation applications in Türkiye has been largely addressed
            by  the  ESQUAKE  Seismic  Isolator  Test  Laboratory  established  at  Eskişehir
            Technical University (Figure 5). Laboratory Director Prof. Dr. Gökhan Özdemir
            stated that  the laboratory, which has a vertical loading capacity of 2 thousand
            tons  and  a  horizontal  loading  capacity  of  200  tons,  is  among  the  first  5
            independent laboratories in the world in respect to its loading capacity. The
            laboratory, which has a very high horizontal loading speed (1 m/s maximum
            speed), also provides services to foreign countries (TV-Akşam, 2023).













              Figure 5. Tests with friction pendulum isolator and lead core rubber isolator. ESQUAKE
                     Seismic Isolator Test Laboratory. (Photo: Prof. Dr. Gökhan Özdemir)
               Seismic insulation is applied in a wide range of other types of structures
            besides typical low- to medium-storey reinforced concrete and steel buildings
            and bridges:
               •   For  Liquid Metal Cooled Nuclear Reactors, a special seismic
                  isolation application was developed by Yoo et al.(2000).
               •   Wooden  structures; since these structures usually exhibit a good
                  earthquake behavior due to their light weight and their ability to
                  perform advanced inelastic deformation without collapsing, seismic
                  isolation has not been applied much in these structures. However,
                  there  are  also  cases  where  seismic  isolation  is  preferred  in  such
                  structures  due  to the  fact  that  the repair of  damages  caused by
                  inelastic  behavior  in  wooden  structures  is  difficult  and  expensive
                  (Symans et al. 2002). For example, in Montreal, Canada, a two-storey
                  house  with  wooden  frame  system  has  a  seismic  isolation  system
                  using  15  sliding  bearings.  In  San  Franscisco,  USA,  a  four-storey
                  wooden building with a frame system was reinforced using sliding
                  bearings after being damaged in the 1989 Loma Prieta Earthquake.



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