An investigation of dynamic behavior of coupled steel plate shear walls using cross stiffener under uniform load
سال انتشار: 1402
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 112
فایل این مقاله در 13 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_IJNAA-14-3_026
تاریخ نمایه سازی: 26 مرداد 1402
چکیده مقاله:
In recent decades, the coupled Steel plate shear wall system is considered as an efficient lateral force resisting system by engineers and researchers. Different parameters affect the nonlinear behaviour of Coupled Steel plate shear wall system. Other models are produced according to the base model. After verifying the nonlinear behaviour of this system by cross stiffeners on the Coupled Steel plate shear wall, an increase in the thickness of the stiffeners and the thickness of the Coupled Steel plate shear wall have been evaluated. In this study, the effect of the parameters on the initial stiffness, ultimate strength, and energy absorption by the samples have been compared with each other and the base model. The cross stiffeners on the Coupled Steel plate shear wall have also increased the sample's initial stiffness, ultimate strength, and energy absorption. However, the use of stiffeners does not significantly affect the energy absorption by the samples. Stiffeners increase the sample's initial stiffness, ultimate strength, and energy absorption, which has little effect on the energy absorption by the sample.
کلیدواژه ها:
Coupled Steel plate shear wall ، Cross stiffener ، Plate thickness ، Stiffener thickness ، energy absorption
نویسندگان
Mohammad Khaghani
Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran
Mohammad Reza Adib Ramezani
Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran
Abbas Akbarpour
Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran, Iran