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| 型钢混凝土框架梁正截面承载力研究 |
| Research on Normal Sectional Bearing Capacity of Steel Reinforced Concrete Composite Beams |
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| DOI：10.3969/j.issn.1671-5322.2005.01.017 |
| 中文关键词: 型钢混凝土梁 承载力 程序 规程 |
| 英文关键词: Steel reinforced concrete composite beam bearing capacity program specification |
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| 中文摘要: |
| 基于文献[1]提出了型钢混凝土框架梁正截面承载力的计算原理,编写调试了计算程序,对<型钢混凝土组合结构技术规程>[2]中建议的简化计计算公式进行了分析与评估.并对规程计算方法进行了分析研究,提出了一些对设计及修改规程有用的结论. |
| 英文摘要: |
| Based on the theory in the reference book(1) on the ultimate bearing capacities of steel reinforced concrete composite beams,the authors evaluate and caculte preciselywith the concise formulasin the“Technical Specification for Steel Reinforced Concrete Composite Structures”。The analyze the concise formulae and come up aith some constructive conclusions conducive to the design and modificutien of specifications。 |
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