| 基于部分剪力连接模型的压型钢板-混凝土连续组合板极限承载力分析 |
| |
| 引用本文： | 聂建国,王宇航. 基于部分剪力连接模型的压型钢板-混凝土连续组合板极限承载力分析[J]. 建筑结构, 2010, 40(1) |
| |
| 作者姓名： | 聂建国 王宇航 |
| |
| 作者单位： | 清华大学土木工程系结构与振动教育部重点实验室,北京,100084;清华大学土木工程系结构与振动教育部重点实验室,北京,100084 |
| |
| 基金项目： | 国家自然科学基金资助项目(50438020) |
| |
| 摘 要： | 基于部分剪力连接模型,利用结构力学的基本原理,同时考虑了各种因素的影响,对不同工况作用下的连续组合板的极限承载力计算方法进行了推导。与国内外的连续组合板试验结果的对比表明,提出的计算方法能够较为准确地计算连续组合板的极限承载力。通过改变不同的参数,对影响连续组合板极限承载力的主要参数进行了分析,提出了实际工程中宜遵循的原则。最后给出了实用的设计表达式。
|
| 关 键 词： | 连续组合板 压型钢板 极限承载力 部分剪力连接模型 |
Analysis of ultimate capacity of continuous profiled steel sheet-concrete composite slab based on partial connection model |
| |
| Nie Jianguo,Wang Yuhang. Analysis of ultimate capacity of continuous profiled steel sheet-concrete composite slab based on partial connection model[J]. Building Structure, 2010, 40(1) |
| |
| Authors: | Nie Jianguo Wang Yuhang |
| |
| Affiliation: | Department of Civil Engineering;Key Laboratory Structural Engineering and Vibration of China Education Ministry;Tsinghua University;Beijing 100084;China |
| |
| Abstract: | Analysis of the ultimate capacity of continuous composite slab is made based on partial connection model and principle of structure mechanism.Variable load conditions and parameters are considered.Comparisons between experimental results and theoretical results show that the proposed method is accurate for calculating the ultimate capacity of continuous composite slab.The main effects on ultimate capacity of continuous composite slab are analyzed by changing variable parameters.Some proposals are advised fo... |
| |
| Keywords: | continuous composite slab profiled steel sheet ultimate capacity partial connection model |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
