Investigation of in-plane seismic retrofit of unreinforced masonry walls by means of vertical steel ties

被引：45

作者：

Darbhanzi, A. ^{[1
,2
]}

Marefat, M. S. ^{[1
]}

Khanmohammadi, M. ^{[1
]}

机构：

[1] Univ Tehran, Coll Eng, Sch Civil Eng, Tehran, Iran

[2] Vali E Asr Univ Rafsanjan, Coll Eng, Rafsanjan, Iran

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2014年 / 52卷

关键词：

Unreinforced masonry walls; Vertical steel ties; Seismic retrofit; Cyclic lateral load; BEHAVIOR; STRIPS;

D O I：

10.1016/j.conbuildmat.2013.11.020

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, a technique for seismic retrofit of unreinforced masonry walls is studied which comprises addition of two vertical steel ties on both edges of the walls. In total, four specimens have been tested under cyclic lateral load in combination with vertical constant load: two specimens with ties and two without ties. The tests show that vertical ties cause significant increase in seismic capacity in terms of both strength and ductility not only at yield but also at maximum. The ties also cause the failure modes to transform from either shear slip or diagonal tension into a combination of diagonal tension and toe-crushing. (C) 2013 Elsevier Ltd. All rights reserved.

引用

页码：122 / 129

页数：8

共 50 条

[41] Progressive Collapse Analysis of Reinforced Concrete Frames with Unreinforced Masonry Infill Walls Considering In-Plane/Out-of-Plane Interaction [J].

Mosalam, Khalid M. ;

Guenay, Selim .

EARTHQUAKE SPECTRA, 2015, 31 (02) :921-943

[42] Lateral in-plane seismic response of confined masonry walls: From numerical to backbone models [J].

Marques, Rui ;

Pereira, Joao M. ;

Lourenco, Paulo B. .

ENGINEERING STRUCTURES, 2020, 221 (221)

[43] Use of GFRP as retrofit alternative for confined masonry walls with window opening subjected to in-plane lateral load [J].

Leal-Graciano, J. Martin ;

Quinonez, Basilia ;

Rodriguez-Lozoya, Hector E. ;

Perez-Gavilan, Juan J. ;

Lizarraga-Pereda, Jose F. .

ENGINEERING STRUCTURES, 2020, 223

[44] Seismic capacity of brick masonry walls externally bonded GFRP under in-plane loading [J].

Wang, Quanfeng ;

Chai, Zhenling ;

Wang, Lingyun .

STRUCTURAL ENGINEERING AND MECHANICS, 2014, 51 (03) :413-431

[45] In-plane cyclic performance of confined partially grouted masonry walls with joint and vertical reinforcement [J].

Hidalgo-Leiva, Diego A. ;

Picado-Arguecas, Andres ;

Sanchez-Vargas, Natalia .

ENGINEERING STRUCTURES, 2021, 245

[46] Numerical modelling of FRP-reinforced masonry walls under in-plane seismic loading [J].

Zhang, Si ;

Yang, Dongmin ;

Sheng, Yong ;

Garrity, Stephen W. ;

Xu, Lihua .

CONSTRUCTION AND BUILDING MATERIALS, 2017, 134 :649-663

[47] Application of stochastic numerical analyses in the assessment of spatially variable unreinforced masonry walls subjected to in-plane shear loading [J].

Gooch, Lewis J. ;

Masia, Mark J. ;

Stewart, Mark G. .

ENGINEERING STRUCTURES, 2021, 235

[48] Review of Out-of-Plane Strengthening Techniques of Unreinforced Masonry Walls [J].

Thomoglou, Athanasia K. ;

Jagadesh, P. ;

Voutetaki, Maristella E. .

FIBERS, 2023, 11 (09)

[49] Experimental Seismic Performance Evaluation of Unreinforced Brick Masonry Shear Walls [J].

Javed, Mohammed ;

Magenes, Guido ;

Alam, Bashir ;

Khan, Akhtar Naeem ;

Ali, Qaisar ;

Syed, Ali M. .

EARTHQUAKE SPECTRA, 2015, 31 (01) :215-246

[50] Out-of-Plane lateral load capacity of unreinforced masonry walls [J].

Hwang, S. H. ;

Kim, S. ;

Choi, Y. S. ;

Yang, K. H. .

JOURNAL OF STRUCTURAL INTEGRITY AND MAINTENANCE, 2022, 7 (04) :217-225

← 1 2 3 4 5 →