ND testing and establishing models of a multi-span masonry arch bridge

被引:17
作者
Borlenghi, Paolo [1 ]
Saisi, Antonella [1 ]
Gentile, Carmelo [1 ]
机构
[1] Politecn Milan, Dept Architecture Built Environm & Construct Engn, Piazza Leonardo Vinci 32, I-20133 Milan, Italy
关键词
Masonry bridges; Ambient vibration tests; FE model updating; Non-destructive inspections; Preservation; IDENTIFICATION;
D O I
10.1007/s13349-022-00666-1
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Olla bridge, built in the second half of the nineteenth century, is an arch bridge consisting of five brick masonry arches with stone masonry piers. The bridge crosses the Stura river along the State Route SS 21, connecting the French border with the South-West part of the Piedmont region, and still represents a crucial node for the local commercial traffic. The paper summarises selected results of the extensive research programme carried out to assess the structural conditions of the historic bridge, which exhibited local damage of the arches and diffused surface decay. After a discussion on the common issues arising in the structural assessment of historical infrastructures, the Olla bridge is described and full details are given on the different steps of the investigation: (a) historical research, geomatic survey, on-site visual inspection and limited local tests on materials; (b) operational modal testing and analysis; (c) development of a FE model based on architectural research and selected modelling assumptions; (d) choice of the uncertain structural parameters and identification of the optimal parameters based on the experimentally obtained data.
引用
收藏
页码:1595 / 1611
页数:17
相关论文
共 47 条
[1]  
Allemang R.J., 1982, P P 1 INT MODAL ANAL, V1, P110
[2]  
[Anonymous], 1879, GIORNALE GENIO CIVIL
[3]   A multidisciplinary approach to calibrating advanced numerical simulations of masonry arch bridges [J].
Bautista-De Castro, Alvaro ;
Javier Sanchez-Aparicio, Luis ;
Carrasco-Garcia, Pedro ;
Ramos, Luis F. ;
Gonzalez-Aguilera, Diego .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2019, 129 :337-365
[4]   Preliminary Structural Assessment of a Multi-span Masonry Arch Bridge [J].
Borlenghi, Paolo ;
Saisi, Antonella ;
Gentile, Carmelo .
PROCEEDINGS OF ARCH 2019, 2020, 11 :456-463
[5]  
Borlenghi P., 2022, Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures: EUROSTRUCT 2021, Padua, Italy, 29 August1 September 2022, P409
[6]   Experimental identification of a multi-span masonry bridge:: The Tanaro Bridge [J].
Brencich, Antonio ;
Sabia, Donato .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (10) :2087-2099
[7]   MASONRY ARCHES: HISTORICAL RULES AND MODERN MECHANICS [J].
Brencich, Antonio ;
Morbiducci, Renata .
INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2007, 1 (02) :165-189
[8]   Automated modal identification and tracking: Application to an iron arch bridge [J].
Cabboi, Alessandro ;
Magalhaes, Filipe ;
Gentile, Carmelo ;
Cunha, Alvaro .
STRUCTURAL CONTROL & HEALTH MONITORING, 2017, 24 (01)
[9]  
Castigliano A, 1879, THEORIE EQUILIBRE SY
[10]   Interpretation of the Dynamic Response of a Masonry Arch Rail Viaduct Using Finite-Element Modeling [J].
Cocking, Sam ;
Acikgoz, Sinan ;
DeJong, Matthew .
JOURNAL OF ARCHITECTURAL ENGINEERING, 2020, 26 (01)