Hierarchical environmental risk mapping of material degradation in historic masonry buildings: An integrated approach considering climate change and structural damage

被引:54
作者
Cavalagli, N. [1 ]
Kita, A. [1 ]
Castaldo, V. L. [2 ,3 ]
Pisello, A. L. [2 ,4 ]
Ubertini, F. [1 ]
机构
[1] Univ Perugia, Dept Civil & Environm Engn, Via Duranti 93, I-06125 Perugia, Italy
[2] Univ Perugia, Dept Engn, Via Duranti 93, I-06125 Perugia, Italy
[3] FBP Srl, Focchi Grp, Via Caldera 21, I-20153 Milan, Italy
[4] CIRIAF Interuniv Res Ctr Pollut & Environm Mauro, Via Duranti 67, I-06125 Perugia, Italy
基金
欧盟地平线“2020”;
关键词
Climate change; Construction material degradation; Historic buildings; Continuous monitoring; Structural and thermal-energy dynamic simulation; Risk mapping; WIND-DRIVEN RAIN; MULTIDISCIPLINARY APPROACH; VULNERABILITY ANALYSIS; MODAL IDENTIFICATION; HERITAGE STRUCTURES; THERMAL COMFORT; ENERGY; IMPACT; RETROFIT; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2019.04.204
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Resilience of new and existing buildings to climate change is a key research issue. Climate change-related phenomena can considerably affect buildings mechanical and thermal-energy response by contributing to materials degradation and structural safety. Such an impact is even further exacerbated in historical constructions, more vulnerable to such events due to their ancient structure if compared to recent designs. The purpose of this paper is to propose an innovative, integrated, multidisciplinary methodology for assessing construction materials' degradation in historic masonry buildings and its potential future evolution, providing a risk mapping accounting for interactions between climate change effects and structural damage. Such a replicable approach consists in (i) preliminary site inspections, (ii) damage and degradation surveys, (iii) development and calibration of numerical models predicting structural thermal response and (iv) prediction of materials degradation accounting for future climate conditions and potential worsening of structural damage. The final output of the procedure is a hierarchical mapping of regions with different degradation severities, by identifying those where a specific type of degradation or damage insists but are likely stable and those where they are expected to get worse due to changes in future climate conditions or to a negative interaction between degradation and damage. The presented approach is applied to an iconic Italian monumental building, the Consoli Palace in Gubbio, where future climate scenarios up to 2080 are simulated according to the IPCC climate change predictions. Results highlight that thermal-energy and structural aspects need to be jointly considered in the preservation of surface materials of historic buildings exposed to climate change severity. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:998 / 1014
页数:17
相关论文
共 58 条
[1]  
[Anonymous], ASHRAE GUID 14 2002
[2]   Vulnerability Analysis of Built Cultural Heritage: A Multidisciplinary Approach for Studying the Palladio's Tempietto Barbaro [J].
Berto, Luisa ;
Doria, Andrea ;
Faccio, Paolo ;
Saetta, Anna ;
Talledo, Diego .
INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2017, 11 (06) :773-790
[3]   Seismic Analysis of Historic Masonry Buildings: The Vicarious Palace in Pescia (Italy) [J].
Betti, Michele ;
Galano, Luciano .
BUILDINGS, 2012, 2 (02) :63-82
[4]   Static behaviour of an Italian Medieval Castle: Damage assessment by numerical modelling [J].
Betti, Michele ;
Orlando, Maurizio ;
Vignoli, Andrea .
COMPUTERS & STRUCTURES, 2011, 89 (21-22) :1956-1970
[5]   Mapping the impact of climate change on surface recession of carbonate buildings in Europe [J].
Bonazza, Alessandra ;
Messina, Palmira ;
Sabbioni, Cristina ;
Grossi, Carlota M. ;
Brimblecombe, Peter .
SCIENCE OF THE TOTAL ENVIRONMENT, 2009, 407 (06) :2039-2050
[6]   Modal identification of output-only systems using frequency domain decomposition [J].
Brincker, R ;
Zhang, LM ;
Andersen, P .
SMART MATERIALS & STRUCTURES, 2001, 10 (03) :441-445
[7]   From continuous vibration monitoring to FEM-based damage assessment: Application on a stone-masonry tower [J].
Cabboi, Alessandro ;
Gentile, Carmelo ;
Saisi, Antonella .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 156 :252-265
[8]   Numerical insights on the seismic behavior of a non-isolated historical masonry tower [J].
Castellazzi, Giovanni ;
D'Altri, Antonio Maria ;
de Miranda, Stefano ;
Chiozzi, Andrea ;
Tralli, Antonio .
BULLETIN OF EARTHQUAKE ENGINEERING, 2018, 16 (02) :933-961
[9]   Structural Assessment via Ground Penetrating Radar at the Consoli Palace of Gubbio (Italy) [J].
Catapano, Ilaria ;
Ludeno, Giovanni ;
Soldovieri, Francesco ;
Tosti, Francesco ;
Padeletti, Giuseppina .
REMOTE SENSING, 2018, 10 (01)
[10]   Earthquake-Induced Damage Detection in a Monumental Masonry Bell-Tower Using Long-Term Dynamic Monitoring Data [J].
Cavalagli, Nicola ;
Comanducci, Gabriele ;
Ubertini, Filippo .
JOURNAL OF EARTHQUAKE ENGINEERING, 2018, 22 :96-119