On the estimation of the fundamental modal properties of Italian historical masonry towers

被引：0
|
作者：
Rainieri, Carlo [1 ]
Marra, Adriana [2 ]
Fabbrocino, Giovanni [1 ]
机构：
[1] Structural and Geotechnical Dynamics Lab StreGa, DiBT Dept, University of Molise, Campobasso,86100, Italy
[2] University of Naples Federico II, Naples,80125, Italy
来源：
Ingegneria Sismica | 2014年 / 31卷 / 03期
关键词：
The preservation of historical structures is a very challenging problem that requires strong interdisciplinary efforts; in particular in those countries where seismic risk is relevant and the integration between conservation and protection can be very difficult. Recent Italian earthquakes hit many valuable masonry structures marking the urban and rural landscape. Among those; masonry towers are often impressive signs of past cultures and folks. Non-destructive testing of such structures has been widely investigated and discussed in the technical literature. In the present paper; some aspects related to output-only modal identification of tower-like masonry structures for their non-destructive characterization in view of seismic performance assessment are discussed. Specific attention is paid to the role of Operational Modal Analysis in the seismic analysis of masonry towers and the development of empirical predictive correlations;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 50 条
  • [1] On the Estimation of the Fundamental Modal Properties of Italian Historical Masonry Towers
    Rainieri, Carlo
    Marra, Adriana
    Fabbrocino, Giovanni
    INGEGNERIA SISMICA, 2014, 31 (3-4): : 4 - 16
  • [2] A semi-analytical formulation for estimating the fundamental vibration frequency of historical masonry towers
    Najafgholipour, M. A.
    Maheri, M. R.
    Darvishi, H.
    Dehghan, S. M.
    BULLETIN OF EARTHQUAKE ENGINEERING, 2019, 17 (05) : 2627 - 2645
  • [3] A semi-analytical formulation for estimating the fundamental vibration frequency of historical masonry towers
    M. A. Najafgholipour
    M. R. Maheri
    H. Darvishi
    S. M. Dehghan
    Bulletin of Earthquake Engineering, 2019, 17 : 2627 - 2645
  • [4] Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data
    Diaferio, Mariella
    Foti, Dora
    Potenza, Francesco
    ENGINEERING STRUCTURES, 2018, 156 : 433 - 442
  • [5] Seismic Fragility Analysis of Historical Masonry Towers
    Tang, Yongjing
    Li, Linlin
    Shao, Zhendong
    INNOVATIVE THEORIES AND METHODS FOR RISK ANALYSIS AND CRISIS RESPONSE, 2012, 21 : 379 - 384
  • [6] Impact of mechanical properties of historical masonry bridges on fundamental vibration frequency
    Onat, Onur
    STRUCTURES, 2020, 27 : 1011 - 1028
  • [7] An Open Database to Evaluate the Fundamental Frequency of Historical Masonry Towers through Empirical and Physics-Based Formulations
    Montabert, Arnaud
    Giry, Cedric
    Schraen, Claire Limoge
    Lepine, Jade
    Choueiri, Clarisse
    Mercerat, E. Diego
    Gueguen, Philippe
    BUILDINGS, 2023, 13 (09)
  • [8] Operational modal testing and analysis: an effective tool for the assessment of masonry towers
    Gallino, N.
    Gentile, C.
    Saisi, A.
    STRUCTURAL STUDIES, REPAIRS AND MAINTENANCE OF HERITAGE ARCHITECTURE XI, 2009, 109 : 487 - 498
  • [9] Effects of Geometrical Features on the Seismic Response of Historical Masonry Towers
    Valente, Marco
    Milani, Gabriele
    JOURNAL OF EARTHQUAKE ENGINEERING, 2018, 22 : 2 - 34
  • [10] Seismic Analysis of Historical Masonry Towers with Different Support Conditions
    Zivaljic, Nikolina
    Balic, Ivan
    Smoljanovic, Hrvoje
    Munjiza, Ante
    INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2024, 18 (09) : 1421 - 1439
12345