The FEM analysis of the behavior of a welded column-joist joint under seismic loading

H. T. Yalcin; M. Vural; A. Akkus

doi:10.1016/j.jmatprotec.2005.02.159

The FEM analysis of the behavior of a welded column-joist joint under seismic loading

H. T. Yalcin^*, M. Vural, A. Akkus

^*Corresponding author for this work

Department of Mechanical Engineering

Istanbul Technical University

Research output: Contribution to journal › Conference article › peer-review

2 Citations (Scopus)

Abstract

Destructive earthquakes have been more important subject in Turkey, especially in Marmara region after the İzmit and Düzce Earthquakes in 1999. The welded joints are the most critical regions in steel structures when the structure is subjected to dynamic loads. In this study, the finite element analysis (FEM) of the behavior of a welded column-joist joint under seismic loading was performed. The equivalent earthquake loading process (EELP) according to the Turkish Earthquake Code 1998 (TEC-98) was used for calculating the seicmis loads. By using FEM, heat analysis was performed, the residual stresses were determined and the deformations in a welded column-joist joint were observed. The results were illustrated in figures. The stress states after seismic loading in the most critical joint were compared with material properties of the base metal, and the behavior of the welded column-joist joint under seismic loading was discussed.

Original language	English
Pages (from-to)	1269-1276
Number of pages	8
Journal	Journal of Materials Processing Technology
Volume	164-165
DOIs	https://doi.org/10.1016/j.jmatprotec.2005.02.159
Publication status	Published - 15 May 2005

Keywords

FEM analysis
Seismic loading
Welded steel structure

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

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10.1016/j.jmatprotec.2005.02.159

Cite this

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title = "The FEM analysis of the behavior of a welded column-joist joint under seismic loading",

abstract = "Destructive earthquakes have been more important subject in Turkey, especially in Marmara region after the İzmit and D{\"u}zce Earthquakes in 1999. The welded joints are the most critical regions in steel structures when the structure is subjected to dynamic loads. In this study, the finite element analysis (FEM) of the behavior of a welded column-joist joint under seismic loading was performed. The equivalent earthquake loading process (EELP) according to the Turkish Earthquake Code 1998 (TEC-98) was used for calculating the seicmis loads. By using FEM, heat analysis was performed, the residual stresses were determined and the deformations in a welded column-joist joint were observed. The results were illustrated in figures. The stress states after seismic loading in the most critical joint were compared with material properties of the base metal, and the behavior of the welded column-joist joint under seismic loading was discussed.",

keywords = "FEM analysis, Seismic loading, Welded steel structure",

author = "Yalcin, {H. T.} and M. Vural and A. Akkus",

year = "2005",

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doi = "10.1016/j.jmatprotec.2005.02.159",

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T1 - The FEM analysis of the behavior of a welded column-joist joint under seismic loading

AU - Yalcin, H. T.

AU - Vural, M.

AU - Akkus, A.

PY - 2005/5/15

Y1 - 2005/5/15

N2 - Destructive earthquakes have been more important subject in Turkey, especially in Marmara region after the İzmit and Düzce Earthquakes in 1999. The welded joints are the most critical regions in steel structures when the structure is subjected to dynamic loads. In this study, the finite element analysis (FEM) of the behavior of a welded column-joist joint under seismic loading was performed. The equivalent earthquake loading process (EELP) according to the Turkish Earthquake Code 1998 (TEC-98) was used for calculating the seicmis loads. By using FEM, heat analysis was performed, the residual stresses were determined and the deformations in a welded column-joist joint were observed. The results were illustrated in figures. The stress states after seismic loading in the most critical joint were compared with material properties of the base metal, and the behavior of the welded column-joist joint under seismic loading was discussed.

AB - Destructive earthquakes have been more important subject in Turkey, especially in Marmara region after the İzmit and Düzce Earthquakes in 1999. The welded joints are the most critical regions in steel structures when the structure is subjected to dynamic loads. In this study, the finite element analysis (FEM) of the behavior of a welded column-joist joint under seismic loading was performed. The equivalent earthquake loading process (EELP) according to the Turkish Earthquake Code 1998 (TEC-98) was used for calculating the seicmis loads. By using FEM, heat analysis was performed, the residual stresses were determined and the deformations in a welded column-joist joint were observed. The results were illustrated in figures. The stress states after seismic loading in the most critical joint were compared with material properties of the base metal, and the behavior of the welded column-joist joint under seismic loading was discussed.

KW - FEM analysis

KW - Seismic loading

KW - Welded steel structure

UR - http://www.scopus.com/inward/record.url?scp=17844373830&partnerID=8YFLogxK

U2 - 10.1016/j.jmatprotec.2005.02.159

DO - 10.1016/j.jmatprotec.2005.02.159

M3 - Conference article

AN - SCOPUS:17844373830

SN - 0924-0136

VL - 164-165

SP - 1269

EP - 1276

JO - Journal of Materials Processing Technology

JF - Journal of Materials Processing Technology

ER -

The FEM analysis of the behavior of a welded column-joist joint under seismic loading

Abstract

Keywords

UN SDGs

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