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
  • [2] Seismic and/or emergency retrofit of extremely short RC columns utilizing prestressed aramid, fiber belts and steel angles
    Satoh, H
    Yamakawa, T
    Nesheli, KN
    Inaba, H
    FRP COMPOSITES IN CIVIL ENGINEERING, VOLS I AND II, PROCEEDINGS, 2001, : 909 - 916
  • [3] Retrofit of Damaged RC Columns Using CFRP Jackets
    Moretti, Marina L.
    Miliokas, Evangelos
    Paparizos, Ioannis
    10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), 2022, 198 : 1229 - 1240
  • [4] Retrofit of Damaged RC Columns Using CFRP Jackets
    Moretti, Marina L.
    Miliokas, Evangelos
    Paparizos, Ioannis
    Lecture Notes in Civil Engineering, 2022, 198 LNCE : 1229 - 1240
  • [5] AXIAL AND CYCLIC LOADING TESTS OF DAMAGED-RC COLUMNS RETROFITTED BY FIBER BELT PRESTRESSING
    Nakada K.
    Senaga D.
    Eiki R.
    Yamakawa T.
    Kaneda K.
    Kuroki M.
    AIJ Journal of Technology and Design, 2022, 28 (69) : 649 - 654
  • [6] SEISMIC RETROFIT OF RC COLUMNS WITH CONTINUOUS CARBON FIBER JACKETS
    Seible, Frieder
    Priestley, M. J. Nigel
    Hegemier, Gilbert A.
    Innamorato, Donato
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 1997, 1 (02) : 52 - 62
  • [7] Seismic retrofit of RC columns with continuous carbon fiber jackets
    Seible, F
    FRP COMPOSITES IN CIVIL ENGINEERING, VOLS I AND II, PROCEEDINGS, 2001, : 817 - 824
  • [8] Retrofit of RC square short columns
    Galal, K
    Arafa, A
    Ghobarah, A
    ENGINEERING STRUCTURES, 2005, 27 (05) : 801 - 813
  • [9] Lateral prestressing of RC columns with FRP jackets
    Mortazavi, AA
    Pilakoutas, K
    Ciupala, MA
    FIBRE-REINFORCEMENT POLYMER: REINFORCEMENT FOR CONCRETE STRUCTURES, VOLS 1 AND 2, PROCEEDINGS, 2003, : 643 - 652
  • [10] Retrofit of RC frames against progressive collapse using prestressing tendons
    Kim, Jinkoo
    Shin, Woo-Seung
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2013, 22 (04): : 349 - 361