加劲钢板剪力墙的研究及应用*
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（1 天津大学建筑工程学院， 天津 300072； 2 天津大学滨海土木工程结构与安全教育部重点实验室， 天津 300072）
［摘要］钢板剪力墙已被证明是可用于高烈度区的表现良好的抗侧力结构，而其中加劲钢板剪力墙因其更贴近我国工程实际而受到工程设计人员的更多关注。但由于设计方法尚不够成熟，对其推广应用造成了一定的阻碍。对迄今为止国内外加劲钢板剪力墙的主要研究成果与实践进行了总结。主要针对不同加劲方式的钢板剪力墙的性能、设计理论与工程实践等进行了重点阐述。同时，指出了当前加劲钢板剪力墙设计方法的不足之处，提出了今后研究中尚需要解决的关键性问题。另外，针对几个重要且迫切需要研究的空白领域，回顾了该领域中非加劲钢板剪力墙的已有研究，可作为进一步研究加劲钢板剪力墙的基础并为其研究提供借鉴。［关键词］加劲钢板剪力墙; 力学性能; 设计方法; 应用实践中图分类号：TU398+.9 文献标识码：A 文章编号：1002-848X(2015)16-0052-11
Research and application of stiffened steel plate shear wallsQiu Jing1, Zhao Qiuhong1,2(1 School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2 Key Laboratory of Coastal Civil Engineering Structure and Safety, Ministry of Education, Tianjin University, Tianjin 300072, China)Abstract: Steel plate shear walls (SPSWs) have been proved to be highly effective lateral load-resisting structure in high seismic precautionary intensity areas, and the stiffened SPSWs has got more attention because they can satisfy the engineering requirements better in China. However, design methodology and specifications for stiffened SPSWs are not mature enough, which hinders the wider application of this system. Current research findings and applications of stiffened SPSWs from home and abroad were reviewed, focusing on performance of various types of stiffened SPSWs and their design theories and practices. Moreover, deficiency of the current design specifications was pointed out and key problems that should be solved in future research were discussed. In addition, for several blank fields which are important and urgent to study, some useful research of unstiffened SPSWs were also reviewed, as the basis and reference for future research of stiffened SPSWs.Keywords: stiffened steel plate shear wall; mechanical property; design methodology; application in practice
*国家自然科学基金面上项目（51378340），教育部高等学校博士学科点专项科研基金（20130032120055）。通讯作者：赵秋红，博士，教授，Email: qzhao@tju.edu.cn。
