【作者】 季金文； 王克海； 叶英华； 冯丽馨；

【Author】 Ji Jinwen, Wang Kehai, Ye Yinghua, Feng Lixin( Department of Civil Engineering. Beijing University of Aeronautics and Astronautics, Beijing 100083. China: Research Institute of Highway the Ministry of Communications. Beijing 100088. China)

【机构】 北京航空航天大学土木工程系； 交通部公路科学研究所；

【摘要】 本文从钢筋混凝土单向偏心受压构件的破坏形式入手,通过分析其平衡方程,总结了各种情况下钢筋混凝土偏压构件承载力Nu-Mu相关曲线,得出对同一截面最不利内力组合的确定原则。同时对双向偏心情况构件的承载力Pu-Mux-Muy相关曲面也作出分析,总结比较了国内外规范的实用设计方法,对偏压构件的研究和工程设计计算提供了参考依据。更多还原

【Abstract】 Based on the destroyed way of axial eccentrically pressed reinforced members, this paper summarized the Nu - Mu correlation curves of eccentrically pressed and still reinforced concretemembers ,and worked out the methods to determine the most disadvantageous one of differently combined force groups .At the same time, it also analyzed the load capacity Pu - Mux - Muy yielded sphere underbiaxial compression, and compared the design methods referred in different codes, which will give us a reference for the eccentric compressive members design and study.更多还原