Investigation the behavior and ductility of low rise RC tunnel â ? ? form systems

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.

Behzadi Mohmmad Mahdi; Ahayari Reza

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

Journal Paper

Paper Information

Journal: Modeling in Engineering Year:2018 | Volume:16 | Issue:52 Page(s): 227-236

Download Full-Text

Persian Verion

View:

553

Download:

Cites:

Information Journal Paper

Title

Investigation the behavior and ductility of low rise RC tunnel â ? ? form systems

Author(s)

Behzadi Mohmmad Mahdi | Ahayari Reza | Issue Writer Certificate

Keywords

Shear wallQ2

Behavior FactorQ2

DuctilityQ2

TunnelQ1

FormQ1

Abstract

The Tunnel Form buildings provide some advantages for medium to high-rise buildings that constructed by using a special Tunnel Form technique are commonly built in countries facing a substantial seismic risk. There are no special requirements for seismic design of this type of buildings, and some provisions of the concrete bearing wall system are used. None of the seismic codes addresses the R factor for Tunnelâ ? گForm buildings directly. This study presents R factor of this structural system based on the nonlinear pushover analyses of 7 case studies using the ABAQUS software. The impacts of Shear wall reinforcement ratio and its detailing on system Ductility, load-carrying capacity and failure mechanism under seismic forces are evaluated. Influences aspect ratio and wall openings on the response are also discussed.

Cites

No record.

References

No record.

Cite

APA: Copy

Behzadi, Mohmmad Mahdi, & Ahayari, Reza. (2018). Investigation the behavior and ductility of low rise RC tunnel â ? ? form systems. JOURNAL OF MODELING IN ENGINEERING, 16(52 ), 227-236. SID. https://sid.ir/paper/358446/en

Vancouver: Copy

Behzadi Mohmmad Mahdi, Ahayari Reza. Investigation the behavior and ductility of low rise RC tunnel â ? ? form systems. JOURNAL OF MODELING IN ENGINEERING[Internet]. 2018;16(52 ):227-236. Available from: https://sid.ir/paper/358446/en

IEEE: Copy

Mohmmad Mahdi Behzadi, and Reza Ahayari, “Investigation the behavior and ductility of low rise RC tunnel â ? ? form systems,” JOURNAL OF MODELING IN ENGINEERING, vol. 16, no. 52 , pp. 227–236, 2018, [Online]. Available: https://sid.ir/paper/358446/en

Related Journal Papers