Journal of the Korean Wood Science and Technology

The Korean Society of Wood Science & Technology (한국목재공학회)
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Structural Properties of Steel-glulam Composite Column

  • Jang, Sang-Sik (Department of Bio-based Materials, Faculty of Agriculture and Life Sciences, Chungnam National University) ;
  • Kim, Yun-Hui (Department of Bio-based Materials, Faculty of Agriculture and Life Sciences, Chungnam National University) ;
  • Shin, Il-Joong (Department of Bio-based Materials, Faculty of Agriculture and Life Sciences, Chungnam National University)
  • Received : 2010.04.22
  • Accepted : 2010.07.07
  • Published : 2010.09.25
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Abstract

A new green home designed to save money while at the same time saving the environment with some of the finest green features available in the market. Composite column composed of structural steel and structural glued laminated timber is avery Eco-friendly building products for design building because that use recycled or second hand. For compare to compressive strength of structural glued laminated timber (glulam), structural steel, and composite column (steel-glulam), tested compressive strength of each specimen. 1) structural glued laminated timber : Theoretical compressive strength is 151.6 kN similar to elastic limits. 2) structural steel (H type) : Theoretical compressive strength is 148.2 kN little under the elastic limits. 3) structural steel (D type) : Theoretical compressive strength is 147.3 kN upper than the elastic limits. 4) composite column : Actual elastic limits are about 600 kN. Result in, composite column improve compressive strength of Structural steel column and provide structural stability of the building.

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References

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