A self-centering multilevel rocking wall-frame system for mitigating seismic damage in precast concrete buildings

被引:1
|
作者
Naserpour, Afshin [1 ]
Dhakal, Rajesh P. [2 ]
机构
[1] Razi Univ, Engn Fac, Dept Civil Engn, Kermanshah, Iran
[2] Univ Canterbury, Dept Civil & Nat Resources Engn, Christchurch, New Zealand
关键词
Rocking walls; Precast concrete; Inter-storey drifts; Floor acceleration; Non-structural elements; High-rise buildings; DIRECTIVITY NEAR-FAULT; TRANSVERSE REINFORCEMENT; BRIDGE PIERS; BEHAVIOR; DESIGN; PERFORMANCE; INSTABILITY; PREWEC;
D O I
10.1016/j.istruc.2024.107046
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to improve seismic resilience and reparability of precast concrete buildings, different forms of rocking wall building systems have been proposed in recent decades. The base-rocking single wall-panel system incurs limited damage under lateral loading, but it experiences high floor acceleration and storey forces for mid- and high-rise buildings due to the effect of higher vibration modes. A multiple-rocking wall system has been proposed to reduce the effect of higher modes in storey forces, but this system leads to larger drifts, thereby increasing the damage to drift-sensitive non-structural elements. To overcome these limitations, the present study proposes a Self-centering Multilevel Rocking Wall-frame (SMRW) system that simultaneously reduces all forms of seismic demands. The SMRW system consists of multiple small rocking wall units, semi-rigid horizontal precast concrete panels and post-tensioned base-rocking boundary columns at each floor level. To enhance the energy dissipation capacity of the proposed system, external tension-compression yield steel dampers are provided across each rocking interface. Superior seismic behaviour of the proposed SMRW system is validated by comparing the seismic performance of 3, 9, 15 and 21-storey building models with the proposed SMRW system together with the base-rocking, multiple-rocking and conventional cantilever structural wall systems. For this purpose, nonlinear static and dynamic (time-history) numerical analyses are conducted on the building models using finite-element and fiber-element modelling, which are validated using experimental results. As the numerical results demonstrate, the proposed SMRW system, while being a low-damage system, can simultaneously mitigate the inter-storey drift, floor acceleration and storey forces/moments compared to other systems. Therefore, the proposed SMRW system can significantly reduce seismic damage to a building's structural and non-structural elements, and can offer a truly low-damage option for mid and high-rise buildings in seismic regions.
引用
收藏
页数:24
相关论文
共 50 条
  • [41] Effect of infill walls on progressive collapse behavior of self-centering precast concrete frame
    Wang, Haoran
    Li, Shuang
    Zhai, Changhai
    STRUCTURES, 2024, 59
  • [42] Seismic Risk Assessment of a Novel Self-Centering Precast Concrete Frame under Near-Fault Ground Motions
    Geng, Fangfang
    Ding, Youliang
    Wu, Honglei
    Yang, Kang
    APPLIED SCIENCES-BASEL, 2020, 10 (18):
  • [43] Self-centering seismic retrofit scheme for reinforced concrete frame structures: SDOF system study
    Zhang, Yunfeng
    Hu, Xiaobin
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2010, 9 (02) : 271 - 283
  • [44] Self-centering seismic retrofit scheme for reinforced concrete frame structures:SDOF system study
    Yunfeng Zhang and Xiaobin Hu Department of Civil and Environmental Engineering
    EarthquakeEngineeringandEngineeringVibration, 2010, 9 (02) : 271 - 283
  • [45] Self-centering seismic retrofit scheme for reinforced concrete frame structures: SDOF system study
    Yunfeng Zhang
    Xiaobin Hu
    Earthquake Engineering and Engineering Vibration, 2010, 9 : 271 - 283
  • [46] Seismic Performance Control of Tall Buildings Using a Novel Self-Centering Shear Wall System
    Xiong, Chen
    Liu, Yousen
    Xie, Linlin
    Li, Qiangsheng
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2022, 22 (11)
  • [47] Self-centering braced rocking frame systems and displacement-based seismic design method
    Zhou Y.
    Xiao Y.
    Gu A.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 40 (10): : 17 - 26
  • [48] Seismic design and performance of self-centering precast concrete frames with variable friction dampers
    Huang, Linjie
    Clayton, Patricia M.
    Zhou, Zhen
    ENGINEERING STRUCTURES, 2021, 245
  • [49] Quantification of seismic performance factors for self-centering controlled rocking special concentrically braced frame
    Rahgozar, Navid
    Moghadam, Abdolreza S.
    Aziminejad, Armin
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2016, 25 (14): : 700 - 723
  • [50] Design optimization of low-damage self-centering precast concrete frame connections to improve energy dissipation capacity
    Li, Yadong
    Geng, Fangfang
    Ding, Youliang
    Wang, Libin
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2021, 30 (08):