Performance-based aseismic design method for diamond grid braced frame structure

被引:0
作者
Fan C. [1 ,2 ,3 ]
Bao X. [1 ]
Hao J. [1 ]
Zhang H. [3 ]
Zhong W. [1 ]
Zhang K. [1 ]
机构
[1] School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an
[2] Institute of Architecture, Xi'an University of Architecture and Technology, Xi'an
[3] Shandong Laigang Gaosu Green Construction Development Co., Ltd., Qingdao
来源
Zhendong yu Chongji/Journal of Vibration and Shock | 2021年 / 40卷 / 23期
关键词
Braced frame; Design method; Global failure model; Performance-based plastic design method; Target drift;
D O I
10.13465/j.cnki.jvs.2021.23.019
中图分类号
学科分类号
摘要
Diamond grid braced frame structure is a new type of anti-lateral force support structure. Under the condition of ensuring safety of side columns, it has larger stiffness, load-bearing capacity and ductility. Meanwhile, compared with the traditional support system, it greatly reduces thickness outside the support surface to be convenient for the combination of steel structure housing support structure and peripheral protection. Here, formulas for lateral stiffness and lateral load-bearing capacity of diamond grid supported frame structure were proposed. At the same time, according to the principle of energy conservation, a performance-based aseismic design method for diamond grid supported frame structure was proposed. Considering the adverse impact of support on frame beams and columns, yield members were designed with the plastic method through the proposed yield mechanism. The capacity design method was adopted to design non-yield members. A 12-story diamond grid braced frame structure was designed with the proposed method. The dynamic time history analysis was performed for this structure, and the results were compared with those of the traditional cross braced frame to verify the correctness of the proposed method. It was shown that the study can provide a reference for engineering design of diamond grid braced frame structure. © 2021, Editorial Office of Journal of Vibration and Shock. All right reserved.
引用
收藏
页码:143 / 151
页数:8
相关论文
共 18 条
[1]  
HAO Jiping, XUE Qiang, GUO Liang, Et al., Research and development of prefabricated multi and high rise steel structure residential building system, China Building Metal Structure, 3, pp. 27-34, (2020)
[2]  
WANG Qiong, WANG Zhe, WANG Li, Et al., Development status of domestic multi-storey and high-rise steel structure housing, China Housing Facilities, 4, pp. 18-23, (2015)
[3]  
(2016)
[4]  
ZHAO Xi'an, Practical design method of high-rise building structure (6): computer method of high-rise building structure analysis, Architectural Science, 6, pp. 68-74, (1988)
[5]  
BAYAT M R., Performance-based plastic design of earthquake resistant steel structures: concentrically braced frames, tall moment frames, plate shear wall frames, (2010)
[6]  
(2017)
[7]  
LEELATAVIWAT S, GOEL S C, STOJADINOVIC B., Drift and yield mechanism based seismic design and upgrading of steel moment frames, (1998)
[8]  
AKIYAMA H., Earthquake resistant design based on the energy concept, 9th World Conference on Earthquake Engineering, pp. 905-910, (1988)
[9]  
TONG Genshu, LUO Guifa, ZHANG Lei, Lateral behavior of beam unreinforced herringbone braced frame system, Engineering Mechanics, 28, 8, pp. 89-98, (2011)
[10]  
LEE S S, GOEL S C, CHAO S H., Performance-based seismic design of steel moment frames using target drift and yield mechanism, 13th World Conference on Earthquake Engineering, (2004)