[1]王威,任英子,苏三庆,等.高层剪力墙抗震理论发展——从高强高刚到震后可恢复设计[J].西安建筑科技大学学报(自然科学版),2019,51(04):493-502.[doi:10.15986/j.1006-7930.2019.04.005]
　WANG Wei,REN Yingzi,SU Sanqing,et al.Seismic theory development of shear walls in tall buildingsfrom high strength and high rigidity to resilient design after earthquake[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2019,51(04):493-502.[doi:10.15986/j.1006-7930.2019.04.005]
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高层剪力墙抗震理论发展——从高强高刚到震后可恢复设计()
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西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
51
期数:
2019年04期
页码:
493-502
栏目:
出版日期:
2019-08-30

文章信息/Info

Title:
Seismic theory development of shear walls in tall buildingsfrom high strength and high rigidity to resilient design after earthquake
文章编号:
1006-7930(2019)04-0493-10
作者:
王威; 任英子; 苏三庆; 侯铭岳; 王鑫
(西安建筑科技大学 土木工程学院,陕西 西安 710055)
Author(s):
WANG Wei;  REN Yingzi;  SU Sanqing;  HOU Mingyue;  WANG Xin
(School of Civil Engineering, Xian Univ. of Arch. &Tech., Xian 710055, China)
关键词:
剪力墙; 抗震设计; 可更换; 自复位; 摇摆结构
Keywords:
shear wall;  seismic design;  replaceable;  self-centering;  rocking structure
分类号:
TU398
DOI:
10.15986/j.1006-7930.2019.04.005
文献标志码:
A
摘要:
剪力墙是重要的抗侧力构件，主要承受风荷载或地震作用引起的水平荷载和竖向荷载，防止结构剪切破坏，对高层及超高层建筑的抗震具有重要的意义.传统的剪力墙墙身较厚，自重较大，在大震作用下容易表现出不良的性能，破坏后难以修复或修复费用很高.近些年来，抗震设计已从最开始的追求高强高刚，向刚柔并济转化，剪力墙的设计也随之向抗耗相协发展.本文综述了不同剪力墙的设计理念，特点及研究进展，并对新型抗震剪力墙的设计提出了展望
Abstract:
Shear wall is an important component to resist lateral forces. It mainly bears the horizontal and vertical loads caused by wind load or earthquake, and prevents shear failure of the structure. It is of great significance to the seismic resistance of high-rise buildings and super-high-rise buildings. The traditional shear wall is thicker and heavier, so it is easy to show poor performance under the action of large earthquake, and it is difficult to repair or expensive to repair after damage. In recent years, seismic design has been transformed from the initial pursuit of high strength and high rigidity to the combination of rigidness and flexibility, and the design of shear wall has also been transformed. In this paper, the design concepts, characteristics and research progress of different shear walls are summarized, and the prospects of the design of new seismic shear walls are put forward

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备注/Memo

备注/Memo:
收稿日期:2018-04-08
修改稿日期:2019-07-18
基金项目:国家自然科学基金项目(51578449；51878548)，陕西省自然科学基金重点项目(2018JZ5013)
第一作者:王威(1972-)，男，教授，博士生导师，主要从事组合结构及高层建筑结构抗震等方面的研究，E-mail：wangwgh1972@163.com
更新日期/Last Update: 2019-09-17