Effects of soil settlement and deformed geometry on a historical structure

Author:

Yardım Y.,Mustafaraj E.

Abstract

Abstract. Protecting the historical character of a valued structure during the assessment and damage repair process is a very challenging task for many engineers. Heritage protection is complicated by a lack of design details and restrictions on sample extraction needed to obtain accurate material properties and limited studies on the restoration of certain types of historical structures. This study aims to assess the effects of soil settlement on a structure's stress concentrations and the value of laser scanning techniques on structure analysis in obtaining correct data of settlement vs. deformation. Terrestrial laser scanner (TLS) data are used to analyse the 500-year-old historical structure of Naziresha's Mosque. The obtained TLS data allow an accurate definition of the imperfect geometry patterns lying on every side of the structure. The soil profile and general crack formation together with TLS measurement proves that the structure deformed toward the south façade, where a railway and motorway are also located. Stress concentration and mode period results have a considerable difference, which highlights earthquake vulnerability and failure mechanisms and changes the strategy of possible retrofitting.

Publisher

Copernicus GmbH

Subject

General Earth and Planetary Sciences

Reference34 articles.

1. Aliaj, S., Muço, B., and Sulstarova, E.: Sizmiciteti, sizmotektonika dhe vleresimi i rrezikut sizmik ne Shqipëri, (Albanian), Academy of Sciences of Albania, Tirana, Albania, 2010.

2. Autodesk Inc.: http://www.autodesk.com/, last access: 28 November 2012.

3. Bhatla, A., Choe, S. Y., Fierro, O., and Leite, F.: Evaluation of accuracy of as-built 3D modeling from photos taken by handheld digital cameras, Automat. Construct., 28, 116–127, 2012.

4. CSI, SAP2000 v-15.0: Integrated finite element analysis and design of structures basic analysis reference manual, Computers and Structures Inc, Berkeley, California, USA, 2011.

5. EN 1998-1: European seismic design code, Design of structures for earthquake resistance, Part 1: General rules seismic actions and rules for buildings, 2004.

Cited by 12 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