کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
285093 509179 2012 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Determining the transverse shear stiffness of steel storage rack upright frames
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
Determining the transverse shear stiffness of steel storage rack upright frames
چکیده انگلیسی

The stability of steel storage racks in the cross-aisle direction is typically ensured by cold-formed steel bolted upright frames. Sensitive to second-order effects, accurately determining the shear stiffness of these frames is essential for seismic design and for ensuring the stability of the rack, especially for high-bay racks and racks supporting the building enclosure, where the outer rack frames must withstand cross-aisle horizontal actions due to wind loading. The main international racking specifications adopt different approaches to determining the shear stiffness of cold-formed steel storage rack upright frames. The Rack Manufacturers Institute (RMI) specification conservatively uses Timoshenko and Gere's theory. The European Specification EN 15512 recommends testing, however it is not clear whether the shear stiffness obtained using the recommended test procedure is correct. The newly revised Australian Standard AS 4084 adopted the European approach but also introduced an alternative test method for determining the combined bending and shear stiffness of upright frames in the transverse direction. This paper reviews and analyses the factors influencing the shear deformation of cold-formed steel bolted upright frames and introduces the alternative test set-up adopted in the revised Australian Standard. 36 upright frames have been tested using the two test methods, and experimental results are presented, discussed and compared with finite element analysis results. Recommendations on how to use the test outcomes in design are also provided. Based on these recommendations, the paper shows that the two test methods are not equivalent and yield different results for the transverse shear stiffness of upright frames.


► A new test method to estimate the shear stiffness of storage rack frames is presented.
► The factors influencing the shear deformation of the upright frames are analysed.
► We tested 36 upright frames using two test methods, as in EN15512 and AS4084.
► Experimental and FEA results and presented, discussed and compared.
► We make recommendations on how to use the test outcomes in design of storage racks.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Constructional Steel Research - Volume 78, November 2012, Pages 107–116
نویسندگان
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