Seismic vulnerability assessment and retrofitting of historic masonry building of Malek Timche in Tabriz Grand Bazaar

被引:30
作者
Aghabeigi, Pouya [1 ]
Farahmand-Tabar, Salar [2 ]
机构
[1] Azarbaijan Shahid Madani Univ, Dept Civil Engn, Tabriz, Iran
[2] Univ Tabriz, Fac Civil Engn, Dept Struct Engn, Tabriz, Iran
关键词
Seismic vulnerability; Simplified kinematic method; Retrofitting; FRP composites; Tabriz Grand Bazaar; NUMERICAL INSIGHTS; DAMAGE ASSESSMENT; CHURCHES; MEDIEVAL; PERFORMANCE; VAULTS; TOWERS;
D O I
10.1016/j.engstruct.2021.112418
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Tabriz Bazaar is the first Bazaar in the world that was registered in the world heritage list of the UNESCO in August 2010. Malek Timche is one of the important and beautiful parts of Tabriz Bazaar. The objective of this research is to assess the seismic vulnerability, structural behavior and failure mechanisms of this historic building, and to propose an appropriate method for retrofitting and improving the seismic performance. The subject is studied in four main steps. To determine the mechanical properties of constructional materials, threepoint bending test and compression test are carried out initially. Then, a three-dimensional model of the Malek Timche is established using finite element method, and the static, modal, and dynamic analysis are performed. In the third step, 16 possible failure mechanisms are obtained based on the stress contours achieved from dynamic analyses using the simplified kinematic method based on the Italian code, OPCM 3431. Finally, by using the results of the structural analysis, walls and domes of the structure are strengthened by reinforcements and FRP composites, respectively.
引用
收藏
页数:17
相关论文
共 66 条
[1]  
Ademovic N., 2020, B EARTHQ ENG
[2]   A novel approach for non-destructive EMI-based corrosion monitoring of concrete-embedded reinforcements using multi-orientation piezoelectric sensors [J].
Ahmadi, Jamal ;
Feirahi, Mohammad Hamed ;
Farahmand-Tabar, Salar ;
Fard, Amir Hossein Keshvari .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 273
[3]   Strengthening of unreinforced masonry walls using FRPs [J].
Albert, ML ;
Elwi, AE ;
Cheng, JJR .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2001, 5 (02) :76-84
[4]   The post strengthening of the masonry vaults by the Ω-Wrap technique based on the use of C-FRP [J].
Anania, Laura ;
Badala, Antonio ;
D'Agata, Giuseppe .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 47 :1053-1068
[5]  
Asikoglu A, 2019, B EARTHQUAKE ENG, V17, P3365, DOI [10.1007/s10518-019-00603-6, DOI 10.1007/S10518-019-00603-6]
[6]   Seismic vulnerability assessment of historical masonry structural systems [J].
Asteris, P. G. ;
Chronopoulos, M. P. ;
Chrysostomou, C. Z. ;
Varum, H. ;
Plevris, V. ;
Kyriakides, N. ;
Silva, V. .
ENGINEERING STRUCTURES, 2014, 62-63 :118-134
[7]   Seismic vulnerability assessment of historical masonry buildings located in Annaba city (Algeria) using non ad-hoc data survey [J].
Athmani, Alla Eddine ;
Gouasmia, Abdelhacine ;
Ferreira, Tiago Miguel ;
Vicente, Romeu ;
Khemis, Asma .
BULLETIN OF EARTHQUAKE ENGINEERING, 2015, 13 (08) :2283-2307
[8]   Experimental seismic performance assessment of asymmetric masonry buildings [J].
Avila, Leonardo ;
Vasconcelos, Graca ;
Lourenco, Paulo B. .
ENGINEERING STRUCTURES, 2018, 155 :298-314
[9]   Seismic Safety Assessment of Mixed Timber-Masonry Historical Building: An Example in Lima, Peru [J].
Barontini, Alberto ;
Lourenco, Paulo B. .
JOURNAL OF EARTHQUAKE ENGINEERING, 2021, 25 (05) :872-891
[10]   Numerical insights on the seismic risk of confined masonry towers [J].
Bartoli, Gianni ;
Betti, Michele ;
Galano, Luciano ;
Zini, Giacomo .
ENGINEERING STRUCTURES, 2019, 180 :713-727