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

共 50 条

[31] A simplified beam model for the numerical analysis of masonry arch bridges -A case study of the Veresk railway bridge
Rahimi, Arash
Aval, S. Bahram Beheshti
Noori, Mohammad
Sarhosis, Vasilis
Wu, Zhishen
Nikkhoo, Ali
Altabey, Wael A.
STRUCTURES, 2022, 45 : 1253 - 1266
[32] Finite Element Model Calibration of a Historic Wiegmann-Polonceau Truss Based on Experimental Modal Parameters
Luong, Hoa T. M.
Lorenz, Werner
Rohrmann, Rolf G.
Zabel, Volkmar
Said, Samir
EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES: TESTING, SENSING, MONITORING, AND CONTROL, 2018, 5 : 212 - 224
[33] In-Situ Field Measurements and Numerical Model Identification of a Multi-Span Steel Railway Bridge
Caglayan, Ozden
Ozakgul, Kadir
Tezer, Ovunc
Piroglu, Filiz
JOURNAL OF TESTING AND EVALUATION, 2015, 43 (06) : 1323 - 1337
[34] AE Monitoring and Numerical Simulation of a Two-span Model Masonry Arch Bridge Subjected to Pier Scour
Invernizzi, S.
Lacidogna, G.
Manuello, A.
Carpinteri, A.
STRAIN, 2011, 47 : 158 - 169
[35] Seismic assessment of a railway masonry arch bridge using sensor-based model updating
Tajali, Mosabreza
Ataei, Shervan
Miri, Amin
Ahmadi, Ehsan
Kashani, Mohammad M.
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2022,
[36] Response of a historical short-span railway bridge to passing trains: 3-D deflections and dominant frequencies derived from Robotic Total Station (RTS) measurements
Stiros, Stathis C.
Psimoulis, Panos A.
ENGINEERING STRUCTURES, 2012, 45 : 362 - 371
[37] Modal flexibility based damage detection for suspension bridge hangers: A numerical and experimental investigation
Meng, Fanhao
Yu, Jingjun
Alaluf, David
Mokrani, Bilal
Preumont, Andre
SMART STRUCTURES AND SYSTEMS, 2019, 23 (01) : 15 - 29
[38] Neural network based numerical model updating and verification for a short span concrete culvert bridge by incorporating Monte Carlo simulations
Lin, S. T. K.
Lu, Y.
Alamdari, M. M.
Khoa, N. L. D.
STRUCTURAL ENGINEERING AND MECHANICS, 2022, 81 (03) : 293 - 303
[39] An Experimental and Numerical Study for Discrete Element Model Parameters Calibration: Gluten Pellets
Ben, Zongyou
Zhang, Xubo
Yang, Duoxing
Chen, Kunjie
AGRICULTURE-BASEL, 2023, 13 (04):
[40] Effects of temperature variations on the modal properties of masonry structures: An experimental-based numerical modelling approach
Pellegrini, D.
Barontini, A.
Girardi, M.
Lourenco, P. B.
Masciotta, M. G.
Mendes, N.
Padovani, C.
Ramos, L. F.
STRUCTURES, 2023, 53 : 595 - 613

← 1 2 3 4 5 →