Reducing the Column Forces in Steel Plate Shear Wall System Detaching the Infill Plate from Columns
Publish place: Ninth International Conference on Earthquake and Structures
Publish Year: 1398
نوع سند: مقاله کنفرانسی
زبان: English
View: 346
This Paper With 7 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
CESCM09_010
تاریخ نمایه سازی: 16 تیر 1399
Abstract:
Steel plate shear walls (SPSW) are lateral load resisting systems that can be an alternative to other lateral load systems. The main advantages of slender SPSW consist of economy in steel weight due to thinner walls and less construction time compared to concrete shear walls . Furthermore, with appropriate design and detailing, SPSW systems may be classified as ductile systems. Previous studies have shown that the column demands in a SPSW are extremely large. Column axial demands result primarily from resisting the overturning moment and can be large for multi-story SPSWs. To reduce column demands in SPSWs some researchers disconnected steel plate from columns to eliminate pull-in forces. In this research a comparison study is done on the axial forces of columns of SPSWs. In the present study, eight SPSW models are analyzed and the results are utilized to discuss about differences in column forces, capacity and initial stiffness of the conventional steel plate shear walls and the new ones that steel plate is detached from columns called DSPSW. Results show thatdetaching steel plate from columns reduce axial forces in columns.
Keywords:
Authors
Amirhosein Raisszadeh
Department of Engineering, Vali-e-Asr University of Rafsanjan, Iran