Assessment of Nonlinear Behavior of Subway Metro Station Structure in Progressive Collapse due to Wall Elimination Effects

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.

Sivandi Pour A.; AMINI MAZRAENOU M.

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

Journal Paper

Paper Information

Journal: Advanced Defense Science and Technology Year:2018 | Volume:9 | Issue:3 Page(s): 369-378

Download Full-Text

Persian Verion

View:

469

Download:

Cites:

Information Journal Paper

Title

Assessment of Nonlinear Behavior of Subway Metro Station Structure in Progressive Collapse due to Wall Elimination Effects

Author(s)

Sivandi Pour A. | AMINI MAZRAENOU M. | Issue Writer Certificate

Keywords

Progressive CollapseQ1

Metro StationQ1

Wall EliminationQ1

Nonlinear AnalysisQ1

Abstract

In this research a 3-storey Metro Station are selected. For assess the Progressive Collapse of these structures, the damaged walls should be modeled in software. The Progressive Collapse was assessed by nonlinear dynamic and static analysis. The alternative load path is the most important factor to the resistance, so the failure of the wall because of the high degree of freedom and existence of many shear walls, this structure wasn’ t prone to Progressive Collapse. The explosion damages the metro, with the destruction of 30% of wall the tension ratio increase 3. 9% and with the destruction of 60% of wall the tension ratio increase to 12. 3% and with the total wall damage, the tension ratio increase to 16. 4%.

Cites

No record.

References

No record.

Cite

APA: Copy

Sivandi Pour, A., & AMINI MAZRAENOU, M.. (2018). Assessment of Nonlinear Behavior of Subway Metro Station Structure in Progressive Collapse due to Wall Elimination Effects. (JOURNAL OF ADVANCED DEFENCE SCIENCE AND TECHNOLOGY) JOURNAL OF PASSIVE DEFENCE SCIENCE AND TECHNOLOGY, 9(3 ), 369-378. SID. https://sid.ir/paper/167415/en

Vancouver: Copy

Sivandi Pour A., AMINI MAZRAENOU M.. Assessment of Nonlinear Behavior of Subway Metro Station Structure in Progressive Collapse due to Wall Elimination Effects. (JOURNAL OF ADVANCED DEFENCE SCIENCE AND TECHNOLOGY) JOURNAL OF PASSIVE DEFENCE SCIENCE AND TECHNOLOGY[Internet]. 2018;9(3 ):369-378. Available from: https://sid.ir/paper/167415/en

IEEE: Copy

A. Sivandi Pour, and M. AMINI MAZRAENOU, “Assessment of Nonlinear Behavior of Subway Metro Station Structure in Progressive Collapse due to Wall Elimination Effects,” (JOURNAL OF ADVANCED DEFENCE SCIENCE AND TECHNOLOGY) JOURNAL OF PASSIVE DEFENCE SCIENCE AND TECHNOLOGY, vol. 9, no. 3 , pp. 369–378, 2018, [Online]. Available: https://sid.ir/paper/167415/en

Related Journal Papers