The Effect of RBS Connections on the Behavior of Steel Plate Shear Walls
Publish Year: 1390
نوع سند: مقاله کنفرانسی
زبان: English
View: 1,884
This Paper With 8 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
SEE06_257
تاریخ نمایه سازی: 16 اردیبهشت 1390
Abstract:
The nonlinear response of steel plate shear wall (SPSW) under lateral loading with regard to the beam-to-column connection type is studied. Two connection types have been considered including: moment resisting connection and Reduced Beam Section (RBS). Two single story SPSW models have been analyzed and results are utilized to discuss (a) The sequence of plasticity in plate, beams and columns, (b) The stiffness variation of the infill wall and frame structure, (c) The ductility of SPSW and (d) The frame and wall contribution share of the lateral load bearing. Moreover, plastic hinges have been studied regarding their location, shape, and plastic region distribution. Results show that using RBS connections in SPSW considerably improves the system behavior and makes the infill plates act more efficiently through absorbing more portions of lateral loads.
Keywords:
Authors
p Salem
Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran
m.m Alinia
Department of Civil Engineering, Amirkabir University of Technology, Tehran, 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 :