Seismic Performance of Historical Buildings Based on Discrete Element Method: An Adobe Church

被引:35
作者
Mendes, Nuno [1 ]
Zanotti, Sara [2 ]
Lemos, Jose, V [3 ]
机构
[1] Univ Minho, ISISE, Guimaraes, Portugal
[2] Univ Minho, Guimaraes, Portugal
[3] LNEC Natl Lab Civil Engn, Dept Concrete Dams, Lisbon, Portugal
关键词
Adobe; Church; Earthquake; DEM; Out-Of-Plane Behavior; Pushover Analysis; NONLINEAR-ANALYSIS; MASONRY; BEHAVIOR; PARTHENON; WALLS;
D O I
10.1080/13632469.2018.1463879
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This article presents the main concepts and the application of the discrete element method (DEM) for evaluating the seismic performance of historical buildings. Furthermore, the out-of-plane behavior of an adobe church with thick walls, in which the morphology of the cross-section can have an influence on the response, was evaluated by the DEM. The performance of rigid and deformable blocks models was compared, and the sensitivity of the numerical model to the variation of critical parameters was investigated. The results allowed the identification of the most vulnerable elements and a proposal of recommendations for reducing the seismic vulnerability.
引用
收藏
页码:1270 / 1289
页数:20
相关论文
共 39 条
[1]  
[Anonymous], 2002, Progr. Struct. Eng. Mat., DOI DOI 10.1002/PSE.120
[2]  
Azevedo J., 2000, Earthquake Spectra, P337, DOI [10.1193/1.1586116, DOI 10.1193/1.1586116]
[3]  
Cancino C., 2012, SEISMIC RETROFITTING, V1
[4]   Comparative micromechanical assessment of adobe and clay brick masonry assemblages based on experimental data sets [J].
Caporale, Andrea ;
Parisi, Fulvio ;
Asprone, Domenico ;
Luciano, Raimondo ;
Prota, Andrea .
COMPOSITE STRUCTURES, 2015, 120 :208-220
[5]   Simulation of Shake Table Tests on Out-of-Plane Masonry Buildings. Part (IV): Macro and Micro FEM Based Approaches [J].
Chacara, Cesar ;
Mendes, Nuno ;
Lourenco, Paulo B. .
INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2017, 11 (01) :103-116
[7]  
DOUGLAS BM, 1982, J STRUCT DIV-ASCE, V108, P2295
[8]  
Ferreira JR, 2012, CANTO DAS FONTES HELADE E ROMA. LUZES E AFETOS DE UMA VIDA, VOL I, P15
[9]   Simulation of the hydraulic fracture process in two dimensions using a discrete element method [J].
Galindo Torres, Sergio Andres ;
Munoz Castano, Jose Daniel .
PHYSICAL REVIEW E, 2007, 75 (06)
[10]  
Greco F., 2015, 2015DECE30