Calibration of the numerical model of a short-span masonry railway bridge based on experimental modal parameters

被引：19

作者：

Costa, Cristina ^{[1
]}

Ribeiro, Diogo ^{[2
]}

Jorge, Pedro ^{[3
]}

Silva, Ruben ^{[3
]}

Calcada, Rui ^{[3
]}

Arede, Antonio ^{[3
]}

机构：

[1] Polytech Inst Tomar, Dept Engn, CONSTRUCT LESE, P-2300313 Tomar, Portugal

[2] Polytech Inst Porto, Sch Engn, CONSTRUCT LESE, P-4249015 Oporto, Portugal

[3] Univ Porto, Fac Engn FEUP, CONSTRUCT LESE, P-4200465 Oporto, Portugal

来源：

ICSI 2015 THE 1ST INTERNATIONAL CONFERENCE ON STRUCTURAL INTEGRITY FUNCHAL | 2015年 / 114卷

关键词：

Stone railway bridges; FEM modelling; vibration testing; modal identification; model updating;

D O I：

10.1016/j.proeng.2015.08.038

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This article aims at presenting and discussing the strategies used to identify the most representative modal parameters of a short span masonry railway bridge, estimated by performing vibration testing to validate and update the numerical models for the bridge structural analysis. The bridge behavior is simulated by a three-dimensional finite element model and the validation of the bridge updated material properties is also complemented on the basis of material testing results and observations taken from visual inspections. (C) 2015 The Authors. Published by Elsevier Ltd.

引用

页码：846 / 853

页数：8

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