چکیده مقاله
Several Methods have been suggested to prevent formation of plastic hinges in main structural elements One of the most effective methods for this purpose is use of vertical shear link or Shear Panel System SPS In this system, unlike the Eccentrically Braced Frames EBFs , in which the ductility of the structure is provided through occurring plastic hinge in the floor beam, the plastic hinge forms in the vertical shear link piece while all the other members remain elastic However, the seismic performance of this system highly depends on the length of vertical shear link In this paper, the influence of vertical shear link length on behavior of this system is studied Therefore, several steel braced frames with vertical shear link having different length are modeled in ABAQUS software It is observed that the shear link length must be restricted to an upper bound in order to act more efficiently
کلیدواژهها
نویسندگان
Navid Vafa
Department of Civil Engineering, University of Guilan, Rasht, Iran
Saeid Pourzeynali
Navid Vafa Department of Civil Engineering, University of Guilan, Rasht, IranArash KhoshbakhtMojdeh Shirinzadeh
Arash Khoshbakht
Navid Vafa Department of Civil Engineering, University of Guilan, Rasht, IranSaeid PourzeynaliMojdeh Shirinzadeh
Mojdeh Shirinzadeh
Navid Vafa Department of Civil Engineering, University of Guilan, Rasht, IranSaeid PourzeynaliArash Khoshbakht
شیوه ارجاع
Vafa, Navid and Pourzeynali, Saeid and Khoshbakht, Arash and Shirinzadeh, Mojdeh,1391,Numerical Study on Effects of Link Beam Length on Seismic Performance of Steel Braced Frames with Vertical Shear Link,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
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