Stochastic Vulnerability Assessment of Masonry Structures: Concepts, Modeling and Restoration Aspects

被引:93
作者
Asteris, Panagiotis G. [1 ]
Moropoulou, Antonia [2 ]
Skentou, Athanasia D. [1 ]
Apostolopoulou, Maria [2 ]
Mohebkhah, Amin [3 ]
Cavaleri, Liborio [4 ]
Rodrigues, Hugo [5 ]
Varum, Humberto [6 ]
机构
[1] Sch Pedag & Technol Educ, Computat Mech Lab, Athens 14121, Greece
[2] Natl Tech Univ Athens, Sch Chem Engn, Lab Mat Sci & Engn, Athens 15780, Greece
[3] Malayer Univ, Dept Struct Engn, Malayer 6571995863, Iran
[4] Univ Palermo, Dept Civil Environm Aerosp & Mat Engn DICAM, Viale Sci, I-90128 Palermo, Italy
[5] Polytech Inst Leiria, RISCO, Dept Civil Engn, P-2411901 Leiria, Portugal
[6] Univ Porto, Fac Engn, CONSTRUCT LESE, Dept Engn Civil, P-4200465 Porto, Portugal
来源
APPLIED SCIENCES-BASEL | 2019年 / 9卷 / 02期
关键词
Artificial Neural Networks; damage index; failure criteria; fragility analysis; masonry structures; monuments; restoration mortars; seismic assessment; stochastic modeling; EARTHQUAKE-RESISTANT DESIGN; NONLINEAR SEISMIC ANALYSIS; 203-RHM REPAIR MORTARS; EQUIVALENT FRAME MODEL; FINITE-ELEMENT MODEL; HISTORIC MASONRY; BRICK MASONRY; COMPRESSIVE STRENGTH; INVESTIGATIVE METHODS; PUSHOVER ANALYSIS;
D O I
10.3390/app9020243
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
A methodology aiming to predict the vulnerability of masonry structures under seismic action is presented herein. Masonry structures, among which many are cultural heritage assets, present high vulnerability under earthquake. Reliable simulations of their response to seismic stresses are exceedingly difficult because of the complexity of the structural system and the anisotropic and brittle behavior of the masonry materials. Furthermore, the majority of the parameters involved in the problem such as the masonry material mechanical characteristics and earthquake loading characteristics have a stochastic-probabilistic nature. Within this framework, a detailed analytical methodological approach for assessing the seismic vulnerability of masonry historical and monumental structures is presented, taking into account the probabilistic nature of the input parameters by means of analytically determining fragility curves. The emerged methodology is presented in detail through application on theoretical and built cultural heritage real masonry structures.
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页数:68
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