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Paper
Title

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

Year: 1395
Publish place:
COI: ISSS07_023
Language: EnglishView: 259
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Authors

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

Abstract:

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

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Paper COI Code

This Paper COI Code is ISSS07_023. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/610094/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Assatourians, Armen and Fallahi, Sohrab and Mehrdoust, Mohammad Reza,1395,The Effect of Soil Specifications, on the Maximum InelasticDisplacement of Industrial Steel Structures with Overhead Cranes,هفتمین کنفرانس ملی و دومین کنفرانس بین المللی سازه و فولاد,Tehran,https://civilica.com/doc/610094

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  • AISE Technical Report No.13, "Guide for the Design and Construction ...
  • Chopra A.K., 2012, Dynamics of Structure, Theory and applications to ...
  • J.D. Osteraas and H. Krawinkler (1990) "Seismic Design Based on ...
  • Nassar, A.A., and Krawinkler. H., (1991), "Seismic Demands for SDOF ...
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