Match Compliance of Conventional Design Codes with Instructions for Seismic Rehabilitation of Buildings in Performance Evaluation of Steel Moment Frames

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.

NAJAFGHOLIPOUR MOHAMMAD AMIR; Hadinanfard Mohammad Ali; Malekjamshidi Shahriar; Dehghan Seyed Mehdi

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:2019 | Volume:6 | Issue:2 (24) Page(s): 21-38

Download Full-Text

Persian Verion

View:

835

Download:

Cites:

Information Journal Paper

Title

Match Compliance of Conventional Design Codes with Instructions for Seismic Rehabilitation of Buildings in Performance Evaluation of Steel Moment Frames

Author(s)

NAJAFGHOLIPOUR MOHAMMAD AMIR | Hadinanfard Mohammad Ali | Malekjamshidi Shahriar | Dehghan Seyed Mehdi | Issue Writer Certificate

Keywords

Steel moment frameQ1

Seismic performanceQ1

Seismic designQ1

Nonlinear analysisQ2

Linear analysisQ1

Abstract

Today, instructions for seismic rehabilitation of existing buildings are widely used for Seismic performance evaluation of existing buildings. Moreover, nonlinear structural analysis methods are permitted for Seismic design of new buildings in recent versions of Seismic design codes in some countries, such as Iran. Therefore, match compliance of conventional design codes with instructions for seismic rehabilitation of existing buildings is of great importance. On the other hand, four different analysis methods are available in seismic rehabilitation instructions that compatibility of these analysis techniques can be evaluated. In this regard, Seismic performance of three buildings with Steel moment frames as lateral load resisting system with 4, 8 and 12 stories that were designed previously according to conventional Seismic design codes with two levels of ductility (Intermediate and Special) were evaluated using seismic vulnerability assessment instruction in Iran (Code No. 360) by means of four analysis procedures. Analysis results indicate that conventional Seismic design codes are more conservative than Code No. 360. In other words, design of Steel moment frames with conventional design codes leads to stronger beams and columns. This phenomenon can be due to controlling lateral interstory drift and weak beam-strong column criterion in moment frames that control final design of these structures.

Cites

No record.

References

No record.

Cite

APA: Copy

NAJAFGHOLIPOUR, MOHAMMAD AMIR, Hadinanfard, Mohammad Ali, Malekjamshidi, Shahriar, & Dehghan, Seyed Mehdi. (2019). Match Compliance of Conventional Design Codes with Instructions for Seismic Rehabilitation of Buildings in Performance Evaluation of Steel Moment Frames. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 6(2 (24) ), 21-38. SID. https://sid.ir/paper/252609/en

Vancouver: Copy

NAJAFGHOLIPOUR MOHAMMAD AMIR, Hadinanfard Mohammad Ali, Malekjamshidi Shahriar, Dehghan Seyed Mehdi. Match Compliance of Conventional Design Codes with Instructions for Seismic Rehabilitation of Buildings in Performance Evaluation of Steel Moment Frames. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2019;6(2 (24) ):21-38. Available from: https://sid.ir/paper/252609/en

IEEE: Copy

MOHAMMAD AMIR NAJAFGHOLIPOUR, Mohammad Ali Hadinanfard, Shahriar Malekjamshidi, and Seyed Mehdi Dehghan, “Match Compliance of Conventional Design Codes with Instructions for Seismic Rehabilitation of Buildings in Performance Evaluation of Steel Moment Frames,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 6, no. 2 (24) , pp. 21–38, 2019, [Online]. Available: https://sid.ir/paper/252609/en

Related Journal Papers