EXPLORATION AND SUMMARIZATION OF METHOD OF COMPUTING BEARING CAPACITY OF STEEL??CONCRETE COMPOSITE BEAMS WITH WEB OPENING
-
摘要: 介绍了三种钢与混凝土组合梁腹板开洞处承载力的计算方法,讨论了其存在的不足,提出了修正的方法。并通过一悬臂开洞组合梁的试验资料对修正方法进行验证,证明其是可行的。同时,简要说明了腹板开洞组合梁设计中的其他需要注意的问题。Abstract: Three ways to calculate bearing capacities of steel composite beams are introduced, and then the shortcomings of them are pointed out. After that modified ways are provided and they are verified by test data, which is executed on a cantilever composite beams with web opening . It is evident that the modified ways are feasible. In the end other aspects of designing the composite beams with web opening are specified in a simple way.
-
[2] Chung K F,Lawson R M.Simplified Design of Composite Beams with Web Openings to Eurocode 4.Journal of Construction Steel Research,2001(5):135~163 徐德新.钢与混凝土组合梁.武汉:武汉工业大学出版社,1996.99~130 [3] Lawson R M,Chung K F,Price A M.Test on Composite Beams with Large Web Openings to Justify Existing Design Method.The Structural Engineer,1992,70(1):1~7 [4] Darwin David,Warren K Lucas.LRFD for Steel and Composite Beams with Web Openings.Journal of Structural Engineering,1990,116(6): 1 579~1 593 [5] Soon Ho Cho,Richard G Redwood.Slab Behavior in Composite Beams at Opening.Ⅰ:Analysis.Journal of Structural Engineering,1992,118(9): 2 287~2 303
点击查看大图
计量
- 文章访问数: 53
- HTML全文浏览量: 3
- PDF下载量: 120
- 被引次数: 0