CIVILICA We Respect the Science
(ناشر تخصصی کنفرانسهای کشور / شماره مجوز انتشارات از وزارت فرهنگ و ارشاد اسلامی: ۸۹۷۱)

The Effect of Soil Specifications, on the Maximum InelasticDisplacement of Industrial Steel Structures with Overhead Cranes

عنوان مقاله: The Effect of Soil Specifications, on the Maximum InelasticDisplacement of Industrial Steel Structures with Overhead Cranes
شناسه ملی مقاله: ISSS07_023
منتشر شده در هفتمین کنفرانس ملی و دومین کنفرانس بین المللی سازه و فولاد در سال 1395
مشخصات نویسندگان مقاله:

Armen Assatourians - Earthquake Engineering Research Consultant, Yerevan Project Co., Yerevan, Armenia
Sohrab Fallahi - Senior Structural and Earthquake Engineer, ESS Consulting Engineers Co.,Tehran,Iran
Mohammad Reza Mehrdoust - Earthquake Engineer, Building and Housing Research Centre.(BHRC), Mashhad, Iran

خلاصه مقاله:
According to the construction of industrial steel structures in developing countries, the importance of studying the seismic behaviour of such kinds of structures becomes evident. In this research, the overall structural behaviour is briefly described and 3 existing models of industrial steel structures with overhead cranes are selected. All models are assumed to have bolted connections, for which the damping ratio for all of them is taken into account equal with 10% of critical damping (ζ=10%), for nonlinear analysis. Equivalent Linear Static Analyses and structural design of models are completed, using AISE, and 4th ver. of Iranian 2800 seismic code. Then, accelerograms recorded on 3 soil categories of Rock (750
کلمات کلیدی:
Nonlinear Time History Analysis, Accelerogram, Industrial Steel Structures,Maximum Inelastic Displacement

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/610094/