THE BEHAVIOR OF CORE WALL IN TALL BUILDINGS CAPABLE OF TWO HINGES

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.

BEIRAGHI HAMID; KHEYRODDIN ALI; KAFI MOHAMMAD ALI

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

Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Year:2015 | Volume:2 | Issue:1 Page(s): 19-33

Download Full-Text

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

Persian Verion

View:

1,261

Download:

Cites:

Information Journal Paper

Title

THE BEHAVIOR OF CORE WALL IN TALL BUILDINGS CAPABLE OF TWO HINGES

Author(s)

BEIRAGHI HAMID | KHEYRODDIN ALI | KAFI MOHAMMAD ALI | Issue Writer Certificate

Keywords

REINFORCED CONCRETEQ1

PLASTIC HINGEQ2

TALL BUILDINGQ2

Abstract

Tall buildings with Cor wall are growing in the structural industry. Generally, occurring one PLASTIC HINGE in the base of the structure is acceptable. In this research, 20, 30 and 40 story buildings are designed according to the practice and response spectrum analysis. Then, the base of the structures are modeled by inelastic elements and seven earthquake records are applied to the models. The results show that the moment demands around the mid-height of the REINFORCED CONCRETE core walls are more than expected values. This matter result in more reinforcement than the amount required from respons spectrum analysis. Another approach is to use another PLASTIC HINGE in the mid-height of the core wall. Nonlinear time history analysis of the model with capability of two PLASTIC HINGE shows that the moment demand will decrease more than 30 percent for the studied buildings. A third approach is the extended plasticity in which the core wall can have plasticity in anywhere along the height of the core wall. The results show that the interstory drift of such models is not satisfactory. The behavior of the wall will be studied in each approach.

Cites

No record.

References

No record.

Cite

APA: Copy

BEIRAGHI, HAMID, KHEYRODDIN, ALI, & KAFI, MOHAMMAD ALI. (2015). THE BEHAVIOR OF CORE WALL IN TALL BUILDINGS CAPABLE OF TWO HINGES. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 2(1), 19-33. SID. https://sid.ir/paper/252509/en

Vancouver: Copy

BEIRAGHI HAMID, KHEYRODDIN ALI, KAFI MOHAMMAD ALI. THE BEHAVIOR OF CORE WALL IN TALL BUILDINGS CAPABLE OF TWO HINGES. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2015;2(1):19-33. Available from: https://sid.ir/paper/252509/en

IEEE: Copy

HAMID BEIRAGHI, ALI KHEYRODDIN, and MOHAMMAD ALI KAFI, “THE BEHAVIOR OF CORE WALL IN TALL BUILDINGS CAPABLE OF TWO HINGES,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 2, no. 1, pp. 19–33, 2015, [Online]. Available: https://sid.ir/paper/252509/en

Related Journal Papers