深梁填充钢框架的发展与研究进展.pdfVIP

学兔兔 第30卷 第4期 建筑科学与工程学报 Vo1．30 NO．4 2013年 12月 J ournal of Architecture and Civil Engineering Dec．2O13 文章编号：1673 2049(2O13)04—0032—09 深梁填充钢框架的发展与研究进展 郑 宏，潘天久，卫 磊 (长安大学 建筑工程学院，陕西 西安 710061) 摘要：为实现结构抗侧刚度在一定范围内的调幅和主动控制，将深梁作为一种新型的内填墙形式进 行研究，基于钢框架内填剪力墙结构体系的发展过程，总结了这一结构体系的发展规律，提出了深 梁填充钢框架结构体系，并分别对钢筋混凝土深梁、钢一混凝土组合深梁、钢板深梁的研究现状及进 展进行了总结。根据目前研究中存在的不足，对未来的研究方向提出了意见和建议。研究结果表 明：深梁能够有效提高结构的抗侧刚度和耗能能力，能够通过改变深梁跨高比、宽厚比等实现抗侧 刚度的调幅。 关键词：钢框架；深梁；钢板剪力墙；组合剪力墙；抗侧刚度；抗震性能 中图分类号：TU398．9 文献标志码：A Development and Research Progress of Steel Frame Infilled with Deep Beam ZHENG Hong，PAN Tian—jiu，WEI Lei (School of Civil Engineering，Chang’an University，Xi’aN 710061，Shaanxi，China) Abstract：In order to realize the modulation of structural Iateral stiffness and active control，the deep beam was studied as a new type of infilled wall form．The development law of steel frame with infilling shear wall was summarized based on the development progress and steel frame infilling deep beam system was proposed finally．Research status and evolution of reinforced concrete deep beam，steel—concrete composite deep beam and steel plate deep beam were summarized．Moreover，the author’S comments and suggestions on the future research direction were presented respectively according to the current research deficiencies．Research results show that deep beam can strengthen lateral stiffness and energy—dissipating capacity effectively，and the modulation of lateral stiffness can be realized by changi