چکیده مقاله
The purpose of this paper is to describe effect of stiffness in performance level and behavior of story steel frame with increase x bracing with and without base Isolation This frame hasx braced Total profiles used in this structure are in kind of ss275 ands355of EuropeanstandardCapacitycurve and target displacement and performance of structurearementionedabove are calculated by SAP2000 program and displacement coefficient method and with nonlinear static analysis Existence of base Isolation in structure cause to create increasing of period and displacement and decreasing of earthquake force and base shear andetc
کلیدواژهها
نویسندگان
mansour ghalehnovi
civil eng dept university of ferdowsi
mohammad moayyedian
mansour ghalehnovi civil eng dept university of ferdowsiashraf akhlaghimasoomeh mirrashid
ashraf akhlaghi
mansour ghalehnovi civil eng dept university of ferdowsimohammad moayyedianmasoomeh mirrashid
masoomeh mirrashid
mansour ghalehnovi civil eng dept university of ferdowsimohammad moayyedianashraf akhlaghi
شیوه ارجاع
ghalehnovi, mansour and moayyedian, mohammad and akhlaghi, ashraf and mirrashid, masoomeh,1391,Comparison performance level of frame eight -story steel with increase X-bracing with and without base isolation),9th International Congress on Civil Engineering,Isfahan
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مجموعه مقالات نهمین کنگره بین الملی مهندسی عمران19 اردیبهشت 1391 · اصفهان