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| 型钢混凝土(SRC)结构设计规程对比分析(Ⅱ) | |
| 引用本文： | 杨勇,邵永健,郭子雄. 型钢混凝土(SRC)结构设计规程对比分析(Ⅱ)[J]. 苏州科技学院学报(工程技术版), 2005, 18(4): 32-36 |
| 作者姓名： | 杨勇 邵永健 郭子雄 |
| 作者单位： | 1. 华侨大学,土木工程系,福建,泉州,362021;清华大学,土木工程博士后流动站,北京,100084 2. 苏州科技学院,土木工程系,江苏,苏州,215011 3. 华侨大学,土木工程系,福建,泉州,362021 |
| 基金项目： | 国家自然科学基金资助项目(50478120) |
| 摘 要： | 着重对我国现有的两部型钢混凝土（SRC）结构规程《钢骨混凝土结构设计规程》（YB9082—97）及《型钢混凝土组合结构技术规程》（JGJ138—2001）中关于型钢混凝土（SRC）偏心受压构件、剪力墙和梁柱节点的承载能力计算理论和构造要求进行了对比分析，并结合型钢混凝土（SRC）偏心受压构件和梁柱节点承载能力的计算实例，对两部规程的应用方法和计算步骤作了详细的说明；还对两部规程中关于型钢混凝土构件的构造要求进行了比较分析。为两部型钢混凝土结构设计规程的实施应用提供参考。 |
| 关 键 词： | 型钢混凝土（SRC）结构 设计规程 承载能力 计算实例 |
| 文章编号： | 1672-0679(2005)04-0032-05 |
| 修稿时间： | 2005-07-15 |
Contrast Analysis of the Specifications for Design of Steel Reinforced Concrete Structures (Ⅱ) |
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| YANG Yong,SHAO Yong-jian,GUO Zi-xiong. Contrast Analysis of the Specifications for Design of Steel Reinforced Concrete Structures (Ⅱ)[J]. Journal of University of Science and Technology of Suzhou:Engineering and Technology, 2005, 18(4): 32-36 | |
| Authors: | YANG Yong SHAO Yong-jian GUO Zi-xiong |
| Affiliation: | YANG Yong1,3,SHAO Yong-jian2,GUO Zi-xiong1 |
| Abstract: | This paper has attempted to make a comparative analysis of the two specifications for design of SRC structures in our country,i.e.the Technical Specification for Steel Reinforced Concrete Composite Structures(JGJ138-2001/J130-2001) and Specification for Steel-Reinforced Concrete Structures(YB9082-97),and to focus on the calculation theory of bearing capacity and the detail requirements of SRC members including SRC eccentric loading columns,shear walls and beam-column joints.The design methods and calculation steps of the two specifications were introduced in detail by means of calculation examples of typical SRC eccentric loading columns and beam-column joints.Finally the detail requirements of SRC members in the two specifications were fully analyzed comparatively.This work is helpful to the engineering application of the two specifications in SRC structures design. |
| Keywords: | steel reinforced concrete(SRC) structure design specification bearing capacity calculation example |
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