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钢骨轻骨料混凝土梁斜截面抗剪承载力的理论计算方法
引用本文:金焕,张丽,谷洋. 钢骨轻骨料混凝土梁斜截面抗剪承载力的理论计算方法[J]. 工程建设与设计, 2006, 0(4): 36-38
作者姓名:金焕  张丽  谷洋
作者单位:1. 哈尔滨商业大学土木与制冷工程学院,哈尔滨,150028
2. 新世界(沈阳)房地产有限公司,沈阳,110004
3. 建设综合勘察研究设计院,北京,100007
摘    要:以软化桁架理论为基础,取桁架-拱模型,建立钢骨轻骨料混凝土梁抗剪承载力理论计算公式.通过试验验证表明,理论计算与实验结果基本相符.

关 键 词:钢骨轻骨料混凝土  抗剪承载力  桁架-拱模型
文章编号:1007-9467(2006)04-0004-03
收稿时间:2005-11-12
修稿时间:2005-11-12

Theoretical Calculate Method on Shearing Resistant Bearing Capacity of the Oblique Section of Steel Reinforced Light Aggregate Concrete Beam
JIN Huan,ZHANG Li,GU Yang. Theoretical Calculate Method on Shearing Resistant Bearing Capacity of the Oblique Section of Steel Reinforced Light Aggregate Concrete Beam[J]. Construction & Design for Project, 2006, 0(4): 36-38
Authors:JIN Huan  ZHANG Li  GU Yang
Affiliation:1 .School of Construction and Refrigeration, Harbin University of Commerce, Harbin 150076,China;2.New World Real estate Limited company, Shenyang 110004,China;3. Construction synthesis reconnaissance research design institute, Beijing 10007, China
Abstract:According to the RC soiled truss theory and using the truss- model, the paper establish a design formula for calculating the shear capacity of steel reinforced lightweight concrete beams. The results coincide well with the tests.
Keywords:steel    reinforced   lightweight concrete  shear resistance  truss- model
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