Improvement of seismic performance of self-centering mid-rise RC frames by adding semi-rigid rocking columns

被引:1
作者
Yarmohamadi, Pooya [1 ]
Javadi, Pasha [1 ]
Aziminejad, Armin [1 ]
机构
[1] Islamic Azad Univ, Dept Civil Engn, Sci & Res Branch, Tehran, Iran
关键词
Semi-rigid columns; Self-centering; Incremental dynamic analysis; Post-tensioning tendons; NUMERICAL-SIMULATION; DESIGN; BEHAVIOR;
D O I
10.1007/s10518-023-01761-4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In recent years, increased emphasis has been placed on the self-centering performance of buildings due to the elimination of plastic hinges and a significant reduction in residual deformations, which lowers the cost of post-earthquake repairs and thus allows the building to operate continuously. Previous studies primarily focused on self-centering low-rise reinforced concrete (RC) frames because the effects of higher modes and flexural deformations are more pronounced in medium- and high-rise frames. These effects result in non-uniform height deformation of the frame; in other words, the deformation pattern in buildings' height due to higher modes effect is curved rather than linear. This phenomenon causes problems with self-centering performance and compromises the structure's stability. On the other hand, the reduction of residual drift in mid-rise and high-rise structures is more important than in low-rise structures due to construction's difficulties in rehabilitation after an earthquake. With these interpretations, the need for self-centering action in medium- and high-rise structures is high. This study introduced columns with a high flexural stiffness as semi-rigid elements in numerical models of self-centering RC frames with 5 and 8 stories. Steel angles are used in the beam-column joints as an energy-dissipating device in self-centering frames, and the column-base connection and post-tensioning tendons are also passed through the cross-section of the beam and column for self-centering performance. For the first time, the behavior of self-centering RC frames with and without semi-rigid columns was investigated with incremental dynamic analysis (IDA). According to IDA results of numerical models in OpenSees software, using semi-rigid columns in self-centering RC frames without increasing the frame's overall rigidity reduces the negative effects of higher modes and flexural deformations. In addition, this study shows that using semi-rigid columns in the self-centering RC frames leads to a more uniform story drift ratio. This effect is more significant in the 8-story frame than in the 5-story frame.
引用
收藏
页码:5991 / 6028
页数:38
相关论文
共 33 条
  • [1] [Anonymous], 2007, ASCE/SEI 41-06
  • [2] [Anonymous], 2017, ASCE 7-16[S]
  • [3] [Anonymous], 2019, 318 ACI
  • [4] Pin-supported walls as seismic retrofit for existing RC frames: feasibility and preliminary design
    Casprini, Elena
    Belleri, Andrea
    Marini, Alessandra
    Labo, Simone
    Passoni, Chiara
    [J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2022, 20 (10) : 5349 - 5381
  • [5] Post-tensioned self-centering moment connections with beam bottom flange energy dissipators
    Chou, Chung-Che
    Lai, Yu-Jen
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2009, 65 (10-11) : 1931 - 1941
  • [6] Experimental investigation of tri-axial self-centering reinforced concrete frame structures through shaking table tests
    Cui, Ye
    Lu, Xilin
    Jiang, Chun
    [J]. ENGINEERING STRUCTURES, 2017, 132 : 684 - 694
  • [7] Design Concepts for Controlled Rocking of Self-Centering Steel-Braced Frames
    Eatherton, Matthew R.
    Ma, Xiang
    Krawinkler, Helmut
    Mar, David
    Billington, Sarah
    Hajjar, Jerome F.
    Deierlein, Gregory G.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2014, 140 (11)
  • [8] Seismic retrofit of RC buildings using self-centering PC frames with friction-dampers
    Eldin, Mohamed Nour
    Dereje, Assefa Jonathan
    Kim, Jinkoo
    [J]. ENGINEERING STRUCTURES, 2020, 208
  • [9] Federal Emergency Management Agency (FEMA), 2009, FEMA P695: Quantification of Building Seismic Performance Factors
  • [10] FEMA 350, 2000, SEISM DES CRIT STEEL