Load Testing of Cultural Heritage Structures and Sculptures: Unconventional Methods for Assessing Safety

Author:

Drdácký Miloš1ORCID,Urushadze Shota1

Affiliation:

1. Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences, 190 00 Prague, Czech Republic

Abstract

The paper presents the results of static and dynamic experimental tests conducted on historical heritage structures and sculptures. In recent years, there was an increasing need to address the behaviour of these types of structures due to several reasons. Diagnosing the actual condition of a historical structure involves not only identifying the cause of a detected defect, but also determining its impact and assessing whether the structure can continue to perform safely. This article utilises unconventional loading methods to generate measurable mechanical responses. In one case, a lifting procedure is employed to study strains in a composite structure, while in another example, the mass and movement of people are used as a form of loading. Proof load tests conducted on a monumental sculpture allowed for the determination of load distribution among its heterogeneous structural components, namely a bronze shell and an iron reinforcing frame. Furthermore, the static and dynamic loading of a ceiling supported by a masonry vault demonstrated its ability to withstand anticipated loads resulting from unconventional use as a temporary exhibition space.

Funder

Czech Academy of Sciences, Institute of Theoretical and Applied Mechanics

Publisher

MDPI AG

Subject

Materials Science (miscellaneous),Archeology,Conservation

Reference28 articles.

1. Assessing the safety of existing structures: Reliability based assessment framework, examples and application;Schueremans;J. Civ. Eng. Manag.,2004

2. Gutermann, M., and Malgut, W. (2022). Experimentell gestützter Tragsicherheitsnachweis–Erfahrungen, Potenzial und Grenzen am Beispiel von Hochbauwerken im Bestand. Tagungsband 1. Fachkongress Konstruktiver Ingenieurbau, TAE.

3. Steffens, K., and Gutermann, M. (2006). Guide to the Load Test of Masonry Arch Bridges, UIC. UIC Report.

4. Verringerung der Versagenswahrscheinlichkeit von Brücken durch experimentelle Traglastversuche;Proske;Bautechnik,2020

5. Jing, S., and Nishizawa, H. (2022). Experimental Study on the Structural Behavior of the Oldest Timber Frame in China. Buildings, 12.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

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