INVESTIGATION OF THE EFFECTIVENESS OF 3D PANEL IN SEISMIC PERFORMANCE OF THE STEEL MOMENT FRAME USING THE NONLINEAR DYNAMIC ANALYSIS

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GERAMI M.; KABOLI S.A.R.

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Journal: Ferdowsi Civil Engineering Year:2010 | Volume:21 | Issue:2 Page(s): 129-152

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Title

INVESTIGATION OF THE EFFECTIVENESS OF 3D PANEL IN SEISMIC PERFORMANCE OF THE STEEL MOMENT FRAME USING THE NONLINEAR DYNAMIC ANALYSIS

Author(s)

GERAMI M. | KABOLI S.A.R. | Issue Writer Certificate

Keywords

3D PANELQ3

NONLINEAR DYNAMIC ANALYSISQ2

SEISMIC PERFORMANCEQ3

FRAME-PANEL COMBINATIONQ2

Abstract

Implementation of 3D PANEL system in the constructional industry has increased over the last decades due to the advantages, such as lightness, simple installation and reduction in energy consumption.Thus, due to the fact that Iran is a country with high risk of earthquake, investigation of the SEISMIC PERFORMANCE of this system and definition of its seismic parameters are necessary. Distribution of lateral load in pushover analysis is based on the first mode shape of the structure. However, NONLINEAR DYNAMIC ANALYSIS is necessary to assess the maximum displacement and to specify the existent forces in the frame and the panel due to earthquake. This article begins by the modeling of the ‘1-story 1-bay steel structure sample’ that was tested experimentally. The derived results from the experiments applied to check the integrity of the model and to confirm the chosen elements. Then, frames with 3, 5 and 10 stories (filled in different bays by panel) are modeled and analyzed under Elcentro, Tabas and Naghan seismic records. Finally, it concludes that the reinforcement of one panel bay decreases the stresses in the major elements and provides a better seismic behavior in the structure.

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APA: Copy

GERAMI, M., & KABOLI, S.A.R.. (2010). INVESTIGATION OF THE EFFECTIVENESS OF 3D PANEL IN SEISMIC PERFORMANCE OF THE STEEL MOMENT FRAME USING THE NONLINEAR DYNAMIC ANALYSIS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 21(2), 129-152. SID. https://sid.ir/paper/195864/en

Vancouver: Copy

GERAMI M., KABOLI S.A.R.. INVESTIGATION OF THE EFFECTIVENESS OF 3D PANEL IN SEISMIC PERFORMANCE OF THE STEEL MOMENT FRAME USING THE NONLINEAR DYNAMIC ANALYSIS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2010;21(2):129-152. Available from: https://sid.ir/paper/195864/en

IEEE: Copy

M. GERAMI, and S.A.R. KABOLI, “INVESTIGATION OF THE EFFECTIVENESS OF 3D PANEL IN SEISMIC PERFORMANCE OF THE STEEL MOMENT FRAME USING THE NONLINEAR DYNAMIC ANALYSIS,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 21, no. 2, pp. 129–152, 2010, [Online]. Available: https://sid.ir/paper/195864/en

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