Page 244 - Çevre Şehir İklim İngilizce - Sayı 4
P. 244

General Properties and Seismic Performance of High Risk Buildings in
                                          Our Country

               Seismic Performance of Our Existing RC Building Stock and Factors Lead-
               ing to Damage
               Considering the properties and behavior of the BA building stock in our
            country, there is a consensus by researchers that pre-2000 buildings constitute
            the major risk group. Therefore, properties and seismic performance of the
            buildings that were constructed before 2000 will be discussed in detail.
               The typical causes of damage observed in buildings before 2000 have
            been examined by many researchers and are summarized below (Yakut et al.
            2022, Bayraktar et al. 2015, Scawthorn 2000, Spence at al. 2003, ODTÜ 2011,
            METU 2020):
               •   Failing  to  design  the  buildings  in  accordance  with  the  applicable
                  regulations and standards.
               •   Insufficient  concrete  used  in  the  buildings  in  terms  of  strength  and
                  content.
               •   Insufficient detailing
               •   No confinement at the joints and potential hinge sections of the element
               •   Not using 135 degree hooks in stirrups
               •   Insufficient quality of workmanship
               •   Architectural factors
               •   Soft storey
               •   Excessive overhangs
               •   Torsional irregularity
               •   Short columns
               •   Attached buildings
               •   Frame discontinuity
               •   Inappropriate structural system selection and placement
               •   Inadequate inspection
               •   Lower earthquake effects specified in the current regulations
               Despite  our  buildings  being  exposed  to  lesser  effects  than  the  design
            earthquakes, the resulting poor performance after Bingöl (2003), Van (2011),
            Elazığ (2020) and İzmir (2020) earthquakes experienced in the last twenty years,
            has given us a warning about the high risks of our pre-2000 buildings due to
            the above-mentioned deficiencies (METU 2020, ODTÜ 2011, Yakut et al. 2022,
            Yakut et al. 2005). February 6 Kahramanmaraş earthquakes created an impact
            below and above the design earthquake levels in many places and caused a
            fairly high level of damage on our high-risk buildings that were exposed to
            these effects (ODTÜ 2023, İTÜ 2023, BOU 2023).




                                                                 Year 2 / Issue 4 / July 2023  233
   239   240   241   242   243   244   245   246   247   248   249