| 钢框架半刚性连接的曲线拟合模型 |
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| 引用本文： | 陈红英,郝际平.钢框架半刚性连接的曲线拟合模型[J].青海大学学报,2008,26(4):1-5. |
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| 作者姓名： | 陈红英 郝际平 |
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| 作者单位： | [1]青海大学建工系,青海西宁810016 [2]西安建筑科技大学,陕西西安710006 |
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| 基金项目： | 国家自然科学基金，西宁建筑科技大学项目 |
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| 摘 要： | 介绍了梁柱半刚性连接的性质和半刚性连接M-rθ曲线模拟方法,简要阐述了国内外半刚性连接的研究状况,指出我国现行《钢结构设计规范》中存在的不足,有必要在半刚性连接方面进行系统而深入的研究,并在规范中加以体现。
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| 关 键 词： | 钢框架 半刚性 连接模型 弯矩-转角曲线 |
Fitting model of the semirigid connection curve on steel frame |
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| CHEN Hong-ying,HAO Ji-ping.Fitting model of the semirigid connection curve on steel frame[J].Journal of Qinghai University(Natural Science),2008,26(4):1-5. |
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| Authors: | CHEN Hong-ying HAO Ji-ping |
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| Institution: | CHEN Hong - ying, HAO Ji - ping ( 1. Department of Civil Engineering, Qinghai University, Xining 810016, China ; 2. Xi＇an University of Architecture and Technology,Xi＇ an 710006,China) |
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| Abstract: | The characteristics of beam and column semirigid connection, the titting method ot semirigid connection M- θ curve and the research status on the semirigid connection in foreign countries are introduced in this paper and some problems appeared in our country＇s 《Code for design of steel structures》 are pointed out too. So it＇ s necessary to do further research on the semirigid connection and the research achievement should be enriched into the design standard. |
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| Keywords: | steel frame semirigid connection model moment - rotation curve |
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