(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)

［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(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 for practical design and the design method is proposed.

Keywords:continuous composite slab; profiled steel sheet; ultimate capacity; partial connection model

国家自然科学基金资助项目(50438020)。

作者简介：聂建国, 教授, 博士生导师, 教育部长江学者特聘教授, Email: niejg@mail.tsinghua.edu.cn。

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