Distribution of internal forces in steel moment frames with knee braces in the near-fault region
Publish place: international conference on civil engineering, architecture and Urban Sustainable Development
Publish Year: 1392
نوع سند: مقاله کنفرانسی
زبان: English
View: 1,086
This Paper With 10 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
ICCAU01_3042
تاریخ نمایه سازی: 29 تیر 1393
Abstract:
Moment resistant steel frame is one of the structural systems used to resist earthquake loads in buildings. Many existing steel structures with this system need retrofitting to overcome deficiencies and to resist seismic loads. In the present study, the seismic behavior of rigid frames with knee-type braces were investigated and the distribution of internal forces in frame elements such as beams and columns were discussed. Two types of structures, including moment frames and braced frames with knee-type braces in different positions of joints, for 10, 20 and 30 stories were designed per the Iranian Seismic Code, the Iranian Steel Structures Design Code and the Seismic Provisions. Dynamic analysis using 5 earthquake records for moment frames and braced frames were carried out to obtain dynamic responses. According to the analysis results, the distribution of internal forces such as bending moments, shear forces and axial loads for braced frames in beams and columns turned out to be different from moment frames. Comparing shear and moment diagrams in moment frames and braced frames showed that utilizing knee-type braces cause the moments and shear forces at fixed ends to decrease. It means that the joint forces in braced frames are dissipated by a group of elements that are restricted by knee elements which change the joint from a point joint to a zonal joint.
Keywords:
Authors
Mehdi Azizi
Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran
Seyed Arash Mousavi
Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran
Taleb Moradi Shagagi
Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran
مراجع و منابع این Paper:
لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :