Ambient vibration testing and condition assessment of the Paderno iron arch bridge (1889)

被引：59

作者：

Gentile, Carmelo ^{[1
]}

Saisi, Antonella ^{[1
]}

机构：

[1] Politecn Milan, Dept Struct Engn, I-20133 Milan, Italy

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2011年 / 25卷 / 09期

关键词：

Ambient vibration testing; Arch bridge; Damage; Iron; Operational modal analysis; Structural health monitoring;

D O I：

10.1016/j.conbuildmat.2011.04.019

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The Paderno iron arch bridge, erected in 1889 and still used as a combined road and rail bridge, is the most important monument of XIX century iron architecture in Italy. The bridge, with an arch span of 150 m, has a total length of 266 m between the abutments and about 2600 tons of wrought iron were used in its construction. After a description of the historic structure, the paper presents the results of the experimental modal analysis of the bridge. The dynamic tests, performed in operational conditions (i.e. under traffic and wind-induced excitation) between June and October 2009, represented the first experimental survey carried out on the global characteristics of the bridge since the load reception tests (1889 and 1892) and suggested the opportunity of installing a permanent dynamic monitoring system on the bridge with Structural Health Monitoring purposes. (C) 2011 Elsevier Ltd. All rights reserved.

引用

页码：3709 / 3720

页数：12

共 20 条

[11] Monitoring traffic loads and dynamic effects using an instrumented railway bridge [J].

Karoumi, R ;

Wiberg, J ;

Liljencrantz, A .

ENGINEERING STRUCTURES, 2005, 27 (12) :1813-1819

[12] Dynamic monitoring of a long span arch bridge [J].

Magalhaes, Filipe ;

Cunha, Alvaro ;

Caetano, Elsa .

ENGINEERING STRUCTURES, 2008, 30 (11) :3034-3044

[13]

Nasce V., 1984, RESTAURO, V13, P73

[14] Automatic modal identification of cable-supported bridges instrumented with a long-term monitoring system [J].

Ni, YQ ;

Fan, KQ ;

Zheng, G ;

Chan, THT ;

Ko, JM .

SMART STRUCTURES AND MATERIALS 2003: SMART SYSTEMS AND NONDESTRUCTIVE EVALUATION FOR CIVIL INFRASTRUCTURES, 2003, 5057 :329-339

[15] BRIDGE DYNAMICS AND DYNAMIC AMPLIFICATION FACTORS - A REVIEW OF ANALYTICAL AND EXPERIMENTAL FINDINGS [J].

PAULTRE, P ;

CHAALLAL, O ;

PROULX, J .

CANADIAN JOURNAL OF CIVIL ENGINEERING, 1992, 19 (02) :260-278

[16]

Peeters B., 2000, SYSTEM IDENTIFICATIO

[17]

Societa Nazionale delle Officine di Savigliano, 1889, VIAD PAD ADD FERR PO

[18]

SVS, 2010, ARTEMIS EXTR 2010 RE

[19]

Van OverscheeP., 1996, SUBSPACE IDENTIFICAT

[20] USE OF FAST FOURIER TRANSFORM FOR ESTIMATION OF POWER SPECTRA - A METHOD BASED ON TIME AVERAGING OVER SHORT MODIFIED PERIODOGRAMS [J].

WELCH, PD .

IEEE TRANSACTIONS ON AUDIO AND ELECTROACOUSTICS, 1967, AU15 (02) :70-+

← 1 2 →