EVALUATION OF EFFECTIVE PERFORATION PATTERNS OFSTEEL PLATE SHEAR WALLS
Publish place: 9th Conference of Steel and Structures
Publish Year: 1397
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ISSS09_046
تاریخ نمایه سازی: 3 اردیبهشت 1398
Abstract:
Since several decades, Steel Plate Shear Walls (SPSWs), which consist of thin steel plates inserted within a surrounding steel frame, were used as resistant systems of buildings against seismic loads. In order to reduce the stresses to boundary frame members, these systems can be appropriately weakened by some holes.The distribution level of stresses around the holes is dependent on their dimension, number and location. In order to avoid fracture phenomena, such concentrations of stresses can be checked through the evaluation of equivalent plastic strains in the steel plate.In the current study, firstly a benchmark experimental test on a perforated SPSW has been simulated by the ABAQUS non-linear numerical analysis software.Subsequently, a parametric FEM analysis on SPSWs with different holed configurations has been carried out aiming at assessing the fracture distribution around holes and the energy dissipation of tested devices. Finally, the achieved results have been compared with those achieved from using the best perforation pattern defined by the AISC code, allowing to select the optimal holed configuration able to exhibit the highest dissipative behavior.
Keywords:
Steel Plate Shear Panels-Fracture-Perforation
Authors
Hadi Monsef Ahmadi
Dept. of Structures for Engineering, Urmia University
Antonio Formisano
۲Dept. of Structures for Engineering and Architecture, University of Naples Federico II
Federico M. Mazzolani
Dept. of Structures for Engineering and Architecture, University of Naples Federico II
G. De Matteis
Dept. of Structures for Engineering and Architecture, University of Unicampania