带有转动摩擦阻尼器的钢框架结构的力学性能研究

赵志远; 王燕; 张海宾

doi:10.13204/j.gyjzG21072206

带有转动摩擦阻尼器的钢框架结构的力学性能研究

doi: 10.13204/j.gyjzG21072206

1. 青岛理工大学土木工程学院, 山东青岛 266033;
2. 山东高速莱钢绿建发展有限公司, 山东青岛 266000

基金项目:

国家自然科学基金面上资助项目(52078258)。

详细信息

作者简介:
赵志远,男,1993年出生,硕士研究生。

通讯作者:
王燕,yanwang2010803@163.com。

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- 文章访问数: 65
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- 被引次数: 0
出版历程
- 收稿日期: 2021-07-22
- 网络出版日期: 2023-08-18

Stduy on Mechanical Properties of Steel Frame Structures with Rotational Friction Damper

1. School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, China;
2. Shandong Hi-Speed Laigang Green Construction Development Co., Ltd., Qingdao 266000, China

摘要

摘要: 为研究转动摩擦阻尼器对钢框架的抗震性能的影响,利用有限元软件ABAQUS建立转动摩擦阻尼器有限元计算模型,对结构的抗震机理进行了分析,提出带有转动摩擦阻尼器钢框架结构的恢复力模型,研究了带有转动摩擦阻尼器钢框架结构在单调和低周往复荷载作用下结构的应力分布、破坏模式以及高强螺栓预紧力、摩擦片的摩擦系数对结构抗震性能的影响规律。结果表明,带有转动摩擦阻尼器钢框架的初始刚度及承载力与普通钢框架相比,均得到显著提高,阻尼器达到最大转动量程后与结构协同工作并提供一定刚度;通过增大转动摩擦阻尼器高强螺栓预紧力、摩擦片的摩擦系数可提高结构的初始刚度,但对结构的极限荷载和滑移刚度无明显影响;带有转动摩擦阻尼器钢框架模型的滞回曲线饱满,具有良好的延性和耗能能力。
- 转动摩擦阻尼器 /
- 钢框架 /
- 有限元分析 /
- 抗震性能
Abstract: In order to study the seismic performance of steel frame with rotational friction damper parameters, the finite element calculation model of rotational friction damper was established by using ABAQUS. The seismic mechanism of the structure was analyzed, and the restoring force model of steel frame with rotational friction damper was proposed. The stress distribution and failure mode of steel frame structures with rotational friction damper under monotonic and quasi-static load were studied, as well as the influence of high-strength bolt preload and friction coefficient of friction plate on the seismic performance of the structure. The results showed that the initial stiffness and bearing capacity of the steel frame with rotational friction damper were significantly improved compared with the ordinary steel frame. When the damper reached the maximum rotational range, it worked with the structure and provided a certain stiffness; by increasing the preload of high-strength bolts and friction coefficient of friction plate, the initial stiffness of the structure could be improved, but there was no obvious effect on the ultimate load and sliding stiffness of the structure; the hysteretic curve of the steel frame model with rotational friction damper was full and had good ductility and energy dissipation capacity.
- rotational friction damper /
- steel frame /
- finite element analysis /
- seismic performance

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参考文献(15)

[1]	MUALLA I H. Experimental evaluation of new friction damper device[C]//12th World Conference on Earthquake Engineering. Auckland, New Zealand: 2000.
[2]	隋伟宁,周魁,王占飞.转动型摩擦阻尼器力学性能及抗震效果分析[J].工业建筑, 2018,48(4):137-143.
[3]	杨小琦,王燕,张海宾,等.基于转动型摩擦阻尼器滞回性能试验研究[J].工业建筑,2020,50(5):151-157.
[4]	JARRAHI H,ASADI A,KHATIBINIA M,et al.Simultaneous optimization of placement and parameters of rotational friction dampers for seismic-excited steel moment-resisting frames[J/OL].Soil Dynamics and Earthquake Engineering, 2020,136(2021-07-20). https://www.researchgate.net/publication/342009328.
[5]	NAEEM A, KIM J. Seismic retrofit of structures using rotational friction dampers with restoring force[J].Advances in Structural Engineering,2020,23(16): 3525-3540.
[6]	马立威.转动型摩擦阻尼器力学性能的试验研究及理论分析[D].青岛:青岛理工大学,2019.
[7]	杨小琦.转动型摩擦阻尼器滞回性能试验研究及有限元分析[D].青岛:青岛理工大学,2019.
[8]	ANOUSHEHEI M, DANESHJOO F, MAHBOUBI S,et al.Empirical evaluation of cyclic behavior of rotational friction dampers with different metal pads[J].ScientiaIranica A, 2018, 25(6): 3021-3029.
[9]	王燕.钢结构新型延性节点的抗震设计理论及其应用[M].北京:科学出版社,2012.
[10]	董建莉.新型延性节点钢框架抗震性能研究[D].青岛:青岛理工大学,2016.
[11]	段留省,苏明周.高强钢组合K形偏心支撑钢框架抗震性能分析[J].西安建筑科技大学学报(自然科学版),2015(1): 46-50.
[12]	张爱林,朱莉娜,张艳霞,等.中间柱型阻尼器全螺栓装配式钢框架数值分析[J].钢结构(中英文),2019,34(12): 46-51.
[13]	王纪斌.空间钢框架在循环荷载作用下的受力性能研究[D].西安:西安科技大学,2008.
[14]	中华人民共和国住房和城乡建设部.建筑抗震试验规程:JGJ/T 101—2015[S].北京:中国建筑工业出版社,2015.
[15]	冯鹏,强翰霖,叶列平.材料、构件、结构的"屈服点"定义与讨论[J].工程力学,2017,34(3):36-46.