Comparison of Proposed Reflection Coefficient of 2800 Iranian earthquake code with Real Reflection from Different area of Gorgan City in Interaction with Seismic Response of Steel Structures

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

Shafiee Foujerdi Payam

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: KARAFAN Year:2019 | Volume:16 | Issue:45 Page(s): 67-74

Download Full-Text

Persian Verion

View:

426

Download:

Cites:

Information Journal Paper

Title

Comparison of Proposed Reflection Coefficient of 2800 Iranian earthquake code with Real Reflection from Different area of Gorgan City in Interaction with Seismic Response of Steel Structures

Author(s)

Shafiee Foujerdi Payam | Issue Writer Certificate

Keywords

Reflection coefficient

Ordinary bending frame

drift

bedrock

Abstract

The present study is intended to illustrate the role of Reflection coefficient (B) in the linear static method, (B) is a conversion function whose input is accelerated rock bed motion and its output is accelerated earth motion. to understand properly how seismic methods work and to properly evaluate information based on physical principles governing wave propagation characteristics, which can include the generation, transmission, absorption, and irregularities of waves in terrestrial rocks as well as reflection, fracture and The main axis of the waves are out. the purpose of this study was to investigate the soil material in earthquake forces applied to the structure and the importance of Reflection coefficient in the control of the structure. in this research, steel structure with one-way bending frame system with Reflection coefficient in accordance with standard 2800-Fourth Edition and again with real Reflection coefficient of Gorgan city was analyzed and plotted. the results showed that the average displacement of its classes decreased by 53. 3% on average, and its drift decreased by 25. 3%.

Cites

No record.

References

No record.

Cite

APA: Copy

Shafiee Foujerdi, Payam. (2019). Comparison of Proposed Reflection Coefficient of 2800 Iranian earthquake code with Real Reflection from Different area of Gorgan City in Interaction with Seismic Response of Steel Structures. KARAFAN, 16(45 ), 67-74. SID. https://sid.ir/paper/407660/en

Vancouver: Copy

Shafiee Foujerdi Payam. Comparison of Proposed Reflection Coefficient of 2800 Iranian earthquake code with Real Reflection from Different area of Gorgan City in Interaction with Seismic Response of Steel Structures. KARAFAN[Internet]. 2019;16(45 ):67-74. Available from: https://sid.ir/paper/407660/en

IEEE: Copy

Payam Shafiee Foujerdi, “Comparison of Proposed Reflection Coefficient of 2800 Iranian earthquake code with Real Reflection from Different area of Gorgan City in Interaction with Seismic Response of Steel Structures,” KARAFAN, vol. 16, no. 45 , pp. 67–74, 2019, [Online]. Available: https://sid.ir/paper/407660/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops