Numerical Evaluation of the Steel Plate Energy Absorption Device (SPEAD) for Seismic Strengthening of RC Frame Structures

被引:9
作者
Santarsiero, Giuseppe [1 ]
Manfredi, Vincenzo [1 ]
Masi, Angelo [1 ]
机构
[1] Univ Basilicata, Sch Engn, Viale Ateneo Lucano 10, I-85100 Potenza, Italy
关键词
Reinforced concrete; Beam-column joint; Seismic upgrading; Energy absorption; Finite element analysis; BEAM-COLUMN JOINTS; PERFORMANCE; BEHAVIOR; TESTS;
D O I
10.1007/s40999-020-00510-x
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a new strengthening technique is proposed: the Steel Plate Energy Absorption Device (SPEAD) system, which is intended to increase the flexural strength of beam and column members in RC frame structures. In this way, while permitting calibration of the strength increase in the beam to comply with the strength hierarchy criteria needed for a proper seismic behaviour it can provide additional energy absorption. A numerical evaluation of the SPEAD system is carried out by means of a refined 3D model built with an advanced nonlinear finite element program. The SPEAD system has been virtually applied (through finite element analyses) to an RC external beam-column joint, representative of typical existing RC buildings, and the numerical results are compared to those of a specimen that was not upgraded and subjected to the same experimental tests. The SPEAD upgraded model provided a strength increment of about 50% with also a strong reduction of bond-slip effects in the joint panel region. This latter, in turn, provided a beneficial increase of ductility. Based on the positive results from numerical simulations, a design method is also provided.
引用
收藏
页码:835 / 850
页数:16
相关论文
共 30 条
  • [1] [Anonymous], 2004, EN 1998-1
  • [2] Seismic performance of reinforced concrete beam-column joint strengthening by frp sheets
    Attari, Nassereddine
    Youcef, Youcef Si
    Amziane, Sofiane
    [J]. STRUCTURES, 2019, 20 : 353 - 364
  • [4] CEB-FIP, 2010, MOD COD 2010, V1st, DOI [10.1002/9783433604090.ch6, DOI 10.1002/9783433604090.CH6]
  • [5] Cervenka Consulting, 2000, ATENA PROGR DOC 1
  • [6] Modelling beam-column joints and FRP strengthening in the seismic performance assessment of RC existing frames
    Del Vecchio, Ciro
    Di Ludovico, Marco
    Prota, Andrea
    Manfredi, Gaetano
    [J]. COMPOSITE STRUCTURES, 2016, 142 : 107 - 116
  • [7] Remarks on damage and response of school buildings after the Central Italy earthquake sequence
    Di Ludovico, M.
    Digrisolo, A.
    Moroni, C.
    Graziotti, F.
    Manfredi, V.
    Prota, A.
    Dolce, M.
    Manfredi, G.
    [J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2019, 17 (10) : 5679 - 5700
  • [8] European Committee for Standardization (CEN), 2005, 199832005 CEN
  • [9] Local Strengthening of Reinforced Concrete Structures as a Strategy for Seismic Risk Mitigation at Regional Scale
    Frascadore, Raffaele
    Di Ludovico, Marco
    Prota, Andrea
    Verderame, Gerardo Mario
    Manfredi, Gaetano
    Dolce, Mauro
    Cosenza, Edoardo
    [J]. EARTHQUAKE SPECTRA, 2015, 31 (02) : 1083 - 1102
  • [10] Behavior of Engineer Constructed Facilities in the Haitian Earthquake of January 12, 2010
    Gould, P. L.
    Goodno, B. J.
    Gould, N. C.
    Caldwell, P.
    [J]. PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12), 2011, 14