Design optimization of long-span king-post trusses

被引:0
作者
Gong, Yanglin [1 ]
机构
[1] Lakehead Univ, Dept Civil Engn, Thunder Bay, ON P7B 5E1, Canada
关键词
king-post truss; tied-arch truss; steel design; long-span structures; structural optimization; minimum cost;
D O I
10.1260/136943307783571391
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With a unique arch and tie feature, king-post trusses can be built economically and efficiently and quickly for long-span roof structures. It has gained much popularity since its advent in early 1990s. The optimal design of the king-post truss system involves not only weight of the material but also factors such as fabrication, transportation and erection. This paper presents a design optimization method for long-span king-post roof truss systems. Through two example trusses built in North America, the main parameters affecting the cost of the truss system are studied thoroughly. Design guidelines, which aim to obtain a cost-effective design, are given for the determination of the depths of the overall truss and arched top truss. The result of the study is of great assistance to practicing engineers.
引用
收藏
页码:623 / 633
页数:11
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