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http://dx.doi.org/10.5658/WOOD.2011.39.1.8

Moment Resistance Performance of Each Joint for Post-Beam Frame Structure  

Park, Joo-Saeng (Div. of Wood Engineering, Dept. of Forest Resources Utilization, Korea Forest Research Institute)
Hwang, Kweon-Hwan (Div. of Wood Engineering, Dept. of Forest Resources Utilization, Korea Forest Research Institute)
Publication Information
Journal of the Korean Wood Science and Technology / v.39, no.1, 2011 , pp. 8-14 More about this Journal
Abstract
Japanese larch glulam was used as structural members to develop a modern engineered wood jointing system using traditional post and beam structure. For the connections comprised of traditional joining and drift-pins, structural members are processed at a pre-cut factory. As a basic study to examine and increase the whole shear performance of portal frame, pin withdrawal test and moment resistance tests were conducted on each connection. The post and beam members with specified connectors showed good bearing performance in the wood members' joining system, column-base and beam-end. Moment rigidity was a bit better in a joint with higher slenderness ratio of drift-pin, but moment resistance performances, yield moment and maximum moment, were excellent in smaller one.
Keywords
glulam; post and beam; drift-pin; pre-cut; moment resistance;
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Times Cited By KSCI : 2  (Citation Analysis)
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