The Dynamic Investigation of the Cultural Heritage Buildings in Vilnius City

Author:

Jaras Arūnas,Kliukas Romualdas,Kačianauskas Rimantas

Abstract

<p>In this paper, the experimental investigation of the behaviour of Vilnius Arch-Cathedral Belfry affected by the dynamic loading induced by the operation of a modern bell system is considered.</p><p>During the preliminary investigation the significant damage and multicracking in the main masonry walls of the Belfry were observed. They were caused by long–term use of this historical building. In 2002, 6 new bells were installed according to a modern location scheme. It is evident that the bells produce different dynamic effect on this historical building, which has not been investigated yet.</p><p>The dynamic investigation was conducted to predict the behaviour of the structure considered. Mass accelerations of Belfry structures were measured during the dynamic investigation. A contribution of dynamic effects was evaluated in terms of response spectra. The results obtained were thoroughly analysed and the appropriate remarks and conclusions were provided.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference14 articles.

1. , IABSE Symposium: Structures for the Future - The Search for Quality, Rio de Janeiro, Brazil, 25-27 August 1999

2. SOFRONIE, R.; POPA, G.; NAPPI, A.; NIKOLAOU, N. S. "An integrated approach for enhancement of eastern cultural heritage", Proceedings of the 4th European Commission Conference on Research for Protection, Conservation and Enhancement of Cultural Heritage: Opportunities for European enterprises, 22-24 November 2000, Strasbourg, France. Paper 5.

3. PODESTA, S., RIOTTO, G.., MARAZZI, F., "Reliability of dynamic identification techniques connected to structural monitoring of monumental buildings", Structural control and health monitoring, Published online in Wiley Inter Science, 2007.

4. WITZANY, J.; CEJKA, T. "The analysis of non-stress effects on historical stone bridge structures (monitoring, theoretical analysis, maintenance)", Journal of Civil Engineering and Managements, Vol. 13, No. 2, 2007, pp. 157-167.

5. NIEDERWANGER, G., SANCHEZ-BEITIA, S., BREBIA, C., A., "Structural repairs of damaged old bell towers based on dynamic measurements", Materials of 5th International conference on structural studies, repairs and maintenance of historical buildings, San- Sebastian, Spain, 1997, Computational mechanics publications, Vol. 3, pp. 447-455.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3