FUNCTION COMPARISON BETWEEN MOMENT FRAME AND MOMENT FRAME WITH CENTRICALLY BRACES IN HIGH-RISE STEEL STRUCTURE UNDER THE EFFECT OF PROGRESSIVE COLLAPSE

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.

RAHNAVARD ROHOLA; SIAHPOLO NAVID

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

Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Year:2018 | Volume:4 | Issue:4 (14) Page(s): 42-57

Download Full-Text

Persian Verion

View:

2,268

Download:

Cites:

Information Journal Paper

Title

FUNCTION COMPARISON BETWEEN MOMENT FRAME AND MOMENT FRAME WITH CENTRICALLY BRACES IN HIGH-RISE STEEL STRUCTURE UNDER THE EFFECT OF PROGRESSIVE COLLAPSE

Author(s)

RAHNAVARD ROHOLA | SIAHPOLO NAVID | Issue Writer Certificate

Keywords

PROGRESSIVE COLLAPSEQ2

HIGH RISE BUILDINGQ1

COLUMN CASE REMOVALQ1

TENSILE DAMAGEQ1

Abstract

Steel moment system and steel moment with centrically braces are two common systems. Many of regulations related to this structures explained in details to design structures against earthquake loads but theydidn’t mention methods about dynamic load such as blast or car crash. However, the mentioned parameters may cause key member fracture such as column that result total or partial damage. Therefore, investigation about these structures seems necessary. This paper presents a numerical study of 20 story steel building with two different lateral systems and two column removal scenarios using Abaqus. Three dimensional modeling, using the finite element method was developed and investigated to understand the PROGRESSIVE COLLAPSE of 20 story buildings with composite steel frames. Numerical result verified with experimental results. The response of the building was studied in detail and results are recommended to mitigate PROGRESSIVE COLLAPSE in future designs. The results of this study show that corner COLUMN CASE REMOVAL is more critical than side case removal from view point of increasing axial force and moment. Also the results indicated that behavior of different structures systems against PROGRESSIVE COLLAPSE is NOT remarkable. To avoid potential PROGRESSIVE COLLAPSE, it suggests that the columns were designed and controlled for double of service loads.

Cites

No record.

References

No record.

Cite

APA: Copy

RAHNAVARD, ROHOLA, & SIAHPOLO, NAVID. (2018). FUNCTION COMPARISON BETWEEN MOMENT FRAME AND MOMENT FRAME WITH CENTRICALLY BRACES IN HIGH-RISE STEEL STRUCTURE UNDER THE EFFECT OF PROGRESSIVE COLLAPSE. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 4(4 (14) ), 42-57. SID. https://sid.ir/paper/252621/en

Vancouver: Copy

RAHNAVARD ROHOLA, SIAHPOLO NAVID. FUNCTION COMPARISON BETWEEN MOMENT FRAME AND MOMENT FRAME WITH CENTRICALLY BRACES IN HIGH-RISE STEEL STRUCTURE UNDER THE EFFECT OF PROGRESSIVE COLLAPSE. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2018;4(4 (14) ):42-57. Available from: https://sid.ir/paper/252621/en

IEEE: Copy

ROHOLA RAHNAVARD, and NAVID SIAHPOLO, “FUNCTION COMPARISON BETWEEN MOMENT FRAME AND MOMENT FRAME WITH CENTRICALLY BRACES IN HIGH-RISE STEEL STRUCTURE UNDER THE EFFECT OF PROGRESSIVE COLLAPSE,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 4, no. 4 (14) , pp. 42–57, 2018, [Online]. Available: https://sid.ir/paper/252621/en

Related Journal Papers