Experimental assessment on shear strengthening of clay brick masonry walls using different techniques

被引：0
|
作者：
Nagy-Gyorgy, T. [1 ]
Stoian, V. [1 ]
Dan, D. [1 ]
Daescu, C. [1 ]
Demeter, I. [1 ]
Diaconu, D. [1 ]
Dogariu, A. [2 ]
机构：
[1] Politehn Univ Timisoara, Dept Civil Engn, Timisoara, Romania
[2] Politehn Univ Timisoara, Dept Steel Struct & Struct Mech, Timisoara, Romania
来源：
PROTECTION OF HISTORICAL BUILDINGS - PROHITECH 09, VOL 1 AND 2 | 2009年
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：
In this paper studies made on strengthening techniques used for shear deficient clay brick masonry walls are presented. The investigated retrofitting systems were the fibre reinforced polymer (FRP) composites, the reinforced mortar jacketing (RMJ) and the steel wire meshes (SWM). Based on the results obtained, it was proven the effectiveness of the externally bonded techniques for strengthening brick masonry walls. These solutions could be useful in the structural retrofitting of the masonry walls, for improving the shear capacity of the masonry buildings before seismic events or in restoring the shear capacity of the affected walls after an earthquake.
引用
收藏
页码：1653 / +
页数：2
相关论文
共 50 条
  • [1] Economic assessment of different shear strengthening methods for clay brick masonry walls
    Diaconu, D.
    Nagy-Gyorgy, T.
    Stoian, V.
    Dan, D.
    Florut, S. C.
    Daescu, C.
    Demeter, I.
    PROTECTION OF HISTORICAL BUILDINGS - PROHITECH 09, VOL 1 AND 2, 2009, : 1275 - 1280
  • [2] Shear strengthening of brick masonry walls with opening
    Abdul-Kadir, Muhammad Raouf
    Ahmed, Sarwat Hassan
    Raouf, Ahmed Mohamed
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2023, 27 (05) : 2031 - 2047
  • [3] ASSESSMENT OF UNREINFORCED BRICK MASONRY SHEAR WALLS WITH DPC USING AN EXPERIMENTAL AND NUMERICAL APPROACH
    Mojsilovic, N.
    Bosiljkov, V.
    Page, A. W.
    Simundic, G.
    PROCEEDINGS OF THE 9TH AUSTRALASIAN MASONRY CONFERENCE, 2011, : 395 - 404
  • [4] Seismic strengthening of clay brick masonry walls for preserving an old masonry building in Japan
    Yoshimura, K
    Kikuchi, K
    Kuroki, M
    Liu, LZ
    Koga, S
    Ma, L
    STRUCTURAL ENGINEERING AND MECHANICS, VOLS 1 AND 2, 1999, : 1237 - 1242
  • [5] Experimental cyclic response assessment of partially grouted reinforced clay brick masonry walls
    Cristián Sandoval
    Sebastián Calderón
    José Luis Almazán
    Bulletin of Earthquake Engineering, 2018, 16 : 3127 - 3152
  • [6] Experimental cyclic response assessment of partially grouted reinforced clay brick masonry walls
    Sandoval, Cristian
    Calderon, Sebastian
    Luis Almazan, Jose
    BULLETIN OF EARTHQUAKE ENGINEERING, 2018, 16 (07) : 3127 - 3152
  • [7] Experimental and numerical assessment of the shear behaviour of lime mortar clay brick masonry triplets
    Bompa, D., V
    Elghazouli, A. Y.
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 262 (262)
  • [8] In-Plane Strengthening of Clay Brick and Block Masonry Walls Using Textile-Reinforced Mortar
    Giaretton, Marta
    Dizhur, Dmytro
    Garbin, Enrico
    Ingham, Jason M.
    da Porto, Francesca
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2018, 22 (05)
  • [9] BEHAVIOR OF BRICK MASONRY SHEAR WALLS
    SAMARASINGHE, W
    PAGE, AW
    HENDRY, AW
    STRUCTURAL ENGINEER-PART B, 1981, 59 (03): : 42 - 48
  • [10] Experimental assessment of an innovative strengthening material for brick masonry infills
    Martins, A.
    Vasconcelos, G.
    Fangueiro, R.
    Cunha, F.
    COMPOSITES PART B-ENGINEERING, 2015, 80 : 328 - 342
12345