The Effect of Structural System Elements on the Dynamic Behavior of High-Rise Buildings


Creative Commons License

Kozan F., Soyluk A., Yılmaz F., Dallı M.

International Journal of Integrated Engineering, cilt.16, sa.9, ss.80-95, 2024 (ESCI)

Özet

The  study  examined  whether  the  structurefacadeemerged  as  an  ornament  or  as  a  result  of  the  effort  to  structure  the  ornament  in  thestructural elements design. Study focused on high-rise buildings, which have historically been an important indicator of power and prestige in relation  to  countries  and  societies.  With literature  review,it   has   emerged   that   the   structure   is   used   as   an   ornament   in   high-rise buildings designed in the architecture of the twentieth century. Three high-rise buildings based on this hypothesis were then designed. The different load-bearing  systems  of  these  structures,  referred  to  in  the  study as Type 1, Type 2, and Type 3. are the tubular frame system (TFS), the  tubular  diagrid  system  (TDS),  and  the  tubular  and  lattice  diagrid  system,  respectively.  The  structural  analysis  and  seismic  behavior  of  these designed buildings were carried out using the SAP2000 according to different soil properties. The reason for including the soil properties is  to  see  the  effect  of  the  soil  on  the  structural  performance  of  these  three  different  buildings.  Type  1,  Type  2,  and  Type  3  have  distinct  structural  behavior.  The findingsof  the  studies  indicated  that  the  different   facade   formations   of   these   three   buildings   completely separated  the  seismic  behavior  of  the  structures  from  each  other.  Furthermore, the seismic behavior in rigid and soft ground conditions predicts all the factors and processes related to the facade formations and ultimately to the construction of architectural objects in high-rise buildings.