STRUCTURAL BEHAVIOUR OF COMPOSITE BEAM TO RHS COLUMN CONNECTION WITHOUT DIAPHRAGMS : A study on seismic performance of semi-rigid connection in steel frame
نویسندگان
چکیده
منابع مشابه
Effect of column-foundation connection stiffness on seismic performance of rocking steel braced frame
Residual drifts after severe earthquakes interrupt serviceability of buildings. Retrofitting of such buildings is in many cases very difficult and consumes lots of time and money. Recently, there are some attempts to develop the seismic design procedures to not only satisfy life safety criteria but also lead to more economical buildings. One of these modern methods of improving seismic performa...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 1994
ISSN: 1340-4202,1881-8153
DOI: 10.3130/aijs.59.115_2