Emergency Retrofit for Damaged RC Columns by Fiber Belts Prestressing and Plywoods

被引:0
|
作者
Kyoda, N. [1 ]
Yamakawa, T. [1 ]
Nakada, K. [1 ]
Javadi, P. [1 ]
Nagahama, A. [2 ]
机构
[1] Univ Ryukyus, Okinawa, Japan
[2] Daiwa House Ind Co Ltd, Nara, Japan
基金
日本学术振兴会;
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
After a strong earthquake attacks to a building, damaged structural members such as columns should have sufficient vertical resistance to sustain gravity loads to rescue residents or move equipments. The rehabilitation of a damaged building is called "Emergency Seismic Retrofit" hereafter. Previous experimental investigations have demonstrated by utilizing high-strength steel bar prestressing or aramid fiber belt prestressing, seismic performances of shear-damaged RC columns significantly improved. In following the previous investigations on emergency seismic retrofit of shear-damaged RC columns, in this study a new approach is proposed regarding economic consideration and easy operation. In this method the polypropylene belts are used instead of aramid fiber belts, plywoods instead of steel plates, and customarily-fabricated ratchet buckles instead of specially-fabricated couplers. Experimental results exhibited efficiency of the pro-posed approach for emergency seismic retrofit of shear-damaged RC columns.
引用
收藏
页码:801 / +
页数:3
相关论文
共 50 条
  • [31] A numerical model to study the seismic retrofit of RC columns with advanced composite jacketing
    Perera, Ricardo
    Compos Part B: Eng, 4-5 (337-345):
  • [32] Corner fillet and partial retrofit effect on the behavior of rc columns confined with CFRP
    Kassem, M.E.
    El Shafey, N.F.
    Abo El Khair, M.E.
    Journal of Engineering and Applied Science, 2020, 67 (08): : 2225 - 2244
  • [33] The role of overstrength in welded joints for rebar substitution in damaged RC columns
    Aloisio, Angelo
    Lavorato, Davide
    Xue, Junqing
    Wu, Jiajie
    Rasulo, Alessandro
    Briseghella, Bruno
    Nuti, Camillo
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 409
  • [34] The compression behavior of CFRP-repaired damaged square RC columns
    Lao, Xiaojie
    Han, Xiaolei
    Ji, Jing
    Chen, Binbin
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 223 : 1154 - 1166
  • [35] Repairing and Strengthening of Damaged RC Columns Using Thin Concrete Jacketing
    Tayeh, Bassam A.
    Abu Naja, Mohammed
    Shihada, Samir
    Arafa, Mohammed
    ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [36] Repair of damaged RC columns using fast curing FRP composites
    Li, GQ
    Hedlund, S
    Pang, SS
    Alaywan, W
    Eggers, J
    Abadie, C
    COMPOSITES PART B-ENGINEERING, 2003, 34 (03) : 261 - 271
  • [37] Seismic retrofit of severely damaged beam-column RC joints using HPFRCC
    Barmi, Cirous Ghaderi
    Saghafi, Mohammad Hossein
    Golafshar, Ali
    STRUCTURES, 2023, 47 : 1020 - 1032
  • [38] Performance enhancement analysis of seismic-damaged RC columns repaired with fiber-reinforced concrete and carbon textile
    Cheng, Shitao
    He, Haoxiang
    Guo, Hainan
    Gao, Xiaojian
    JOURNAL OF BUILDING ENGINEERING, 2024, 98
  • [39] Cyclic behaviour of earthquake- and corrosion-damaged RC columns
    Li, Xian
    Zhao, Ze-Hua
    Liang, Yan-Shuo
    Lv, Heng-Lin
    MAGAZINE OF CONCRETE RESEARCH, 2016, 68 (22) : 1166 - 1182
  • [40] Effectiveness of advanced composites in repairing heat-damaged RC columns
    Al-Nimry, Hanan
    Haddad, Rami
    Afram, Saad
    Abdel-Halim, Mohammed
    MATERIALS AND STRUCTURES, 2013, 46 (11) : 1843 - 1860