THE INVESTIGATION OF RESISTANT REINFORCED CONCRETE CORE IN HIGH- RISE BUILDING OF THE TUBE IN TUBE SYSTEM WITH STAIRS BOX AGAINST EARTHQUAKES

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.

SHADMAN KHANKANDI MOHAMMAD REZA; KHODA BANDEHLOU ASHKAN

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

Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL ENGINEERING Year:2017 | Volume:14 | Issue:2 Page(s): 27-34

Download Full-Text

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

Persian Verion

View:

762

Download:

Cites:

Information Journal Paper

Title

THE INVESTIGATION OF RESISTANT REINFORCED CONCRETE CORE IN HIGH- RISE BUILDING OF THE TUBE IN TUBE SYSTEM WITH STAIRS BOX AGAINST EARTHQUAKES

Author(s)

SHADMAN KHANKANDI MOHAMMAD REZA | KHODA BANDEHLOU ASHKAN | Issue Writer Certificate

Keywords

HIGH- RISE BUILDING

TUBE IN TUBE SYSTEM

BASE SHEAR

ROOF DISPLACEMENT

Abstract

The design of structures against wind and earthquakes due to losses caused by these phenomena in different countries is very important. Designing of tall buildings should be have comprehensive and complete against the forces of wind and earthquake. Earthquake is one of the world's natural phenomena, so that in recent years the human losses during 1947 and 2005 have been announced about 550 thousand people worldwide. The main goal of this study is to investigate the behavior of resistant reinforced concrete core in HIGH- RISE BUILDING of the TUBE IN TUBE SYSTEM with stairs against earthquakes in building with 100 meters height and 25 floors under the influence of three Accelerogram Bam, Tapas and Northridge via SAP2000 software. BASE SHEAR, ROOF DISPLACEMENT and column axial force compared together. The results of the research showed that modeling stepping on the coordinates of the center of mass has not made a significant change, but rigidity center has mainly changed due to stiffness of stair slab. Also high-rise building's seismic response affected by the earthquake Accelerogram type.

Cites

No record.

References

No record.

Cite

APA: Copy

SHADMAN KHANKANDI, MOHAMMAD REZA, & KHODA BANDEHLOU, ASHKAN. (2017). THE INVESTIGATION OF RESISTANT REINFORCED CONCRETE CORE IN HIGH- RISE BUILDING OF THE TUBE IN TUBE SYSTEM WITH STAIRS BOX AGAINST EARTHQUAKES. JOURNAL OF STRUCTURAL ENGINEERING, 14(2 ), 27-34. SID. https://sid.ir/paper/368313/en

Vancouver: Copy

SHADMAN KHANKANDI MOHAMMAD REZA, KHODA BANDEHLOU ASHKAN. THE INVESTIGATION OF RESISTANT REINFORCED CONCRETE CORE IN HIGH- RISE BUILDING OF THE TUBE IN TUBE SYSTEM WITH STAIRS BOX AGAINST EARTHQUAKES. JOURNAL OF STRUCTURAL ENGINEERING[Internet]. 2017;14(2 ):27-34. Available from: https://sid.ir/paper/368313/en

IEEE: Copy

MOHAMMAD REZA SHADMAN KHANKANDI, and ASHKAN KHODA BANDEHLOU, “THE INVESTIGATION OF RESISTANT REINFORCED CONCRETE CORE IN HIGH- RISE BUILDING OF THE TUBE IN TUBE SYSTEM WITH STAIRS BOX AGAINST EARTHQUAKES,” JOURNAL OF STRUCTURAL ENGINEERING, vol. 14, no. 2 , pp. 27–34, 2017, [Online]. Available: https://sid.ir/paper/368313/en

Related Journal Papers