石油化工设计 ›› 2023, Vol. 40 ›› Issue (2): 15-20.doi: 10.3969 /j.issn.1005 -8168.2023.02.004

• 设计技术 • 上一篇    

平面凹进框剪结构处理方式研究

张元琦   

  1. 中石油吉林化工工程有限公司,吉林 吉林 132002
  • 收稿日期:2022-12-02 接受日期:2022-12-02 出版日期:2023-05-25 发布日期:2023-06-02
  • 通讯作者: 张元琦,1170955537@qq.com E-mail:1170955537@qq.com
  • 作者简介:张元琦,男,2013年毕业于吉林建筑大学工程力学专业,硕士,一级注册结构工程师,工程师,主要从事结构设计及建构筑物抗震抗爆计算等相关工作。联系电话:0432-63913671;E-mail: 1170955537@qq.com

Study on Treatment Methods for Planar Concave Frame-shear Wall Structure

Zhang Yuanqi   

  1. PetroChina Jilin Chemical Engineering Corporation Ltd., Jilin, Jilin, 132002
  • Received:2022-12-02 Accepted:2022-12-02 Online:2023-05-25 Published:2023-06-02
  • Contact: Zhang Yuanqi,1170955537@qq.com E-mail:1170955537@qq.com

摘要: 针对某高层商用公寓楼平面凹进较大情况,采用Midas Gen软件,对设弱连梁、设强连梁和设抗震板3种平面处理方案,分别进行多遇/罕遇地震下的动力分析。计算结果表明:由于一般抗震设计中仅考虑小震弹性工况,当凹进不大且满足规范限值要求时,在凹槽处增设拉梁后其抗震性能的改善较为明显;当平面凹进程度较大时,增设拉梁并不十分理想;增设抗震板后的效果明显好于仅设拉梁;对于凹进不规则结构,无论增设拉梁或抗震板,都无法大幅降低扭转位移比,无法有效解决结构固有的扭转不规则问题

关键词: 平面凹进框剪结构, 扭转, 不规则抗震设计

Abstract: In this paper, in view of the large planar concavity of a high-rise commercial apartment building, Midas Gen software is used to carry out dynamic analysis under frequent/rare earthquakes for three plane treatment schemes, i.e., weak coupling beam, strong coupling beam and anti-seismic slab. The calculation results show that, since only small earthquake elastic conditions are considered in the general seismic design, when the concavity is small and meets the limit requirements of the code, adding tie beam at the groove can remarkably improve the seismic performance; when the planar concave degree is large, adding tie beam is not very ideal; the effect of adding anti-seismic slab is obviously better than that of only adding tie beam; neither tie beam nor anti-seismic slab can greatly reduce the torsional displacement ratio and effectively solve the inherent torsional irregularity of concave irregular structures. For such planar concave irregular structures, while the plane is strengthened, the structure should have sufficient torsional stiffness to avoid excessive torsional effect.

Key words: planar concave frame-shear wall structure , torsional , irregular seismic design