Application of different in-situ testing techniques and vulnerability assessment of Kolizej palace in Ljubljana

被引：0
|
作者：
Meta Kržan
Samo Gostič
Vlatko Bosiljkov
机构：
[1] University of Ljubljana,Faculty of Civil and Geodetic Engineering
[2] Building and Civil Engineering Institute ZRMK,Faculty of Civil and Geodetic Engineering
[3] University of Ljubljana,undefined
来源：
Bulletin of Earthquake Engineering | 2015年 / 13卷
关键词：
Masonry; Historical structure; In-situ tests; Moisture; Deterioration; Seismic assessment;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Within the framework of PERPETUATE project for the case study in Slovenia, the 150 year old Kolizej Palace in Ljubljana was set. The building was for a long time neglected and severely deteriorated due to ageing and moisture problems. Despite the overall opinion among conservators upon its preservation, it was set to be demolished. Prior it’s demolishing in 2011 extensive on-site investigation was carried out, which provided valuable data regarding the influence of deteriorated masonry on the seismic response of the building. Experimental tests proved almost completely saturated moisture conditions in the ground level of the building, while all the stories above were in almost dry condition. The results of tests on masonry revealed that moisture content and state of deterioration affected both strength and stiffness properties of built masonry in large extend. Regardless adopted modelling strategies the vulnerability assessment of the Kolizej Palace has proved that the building in its latest condition was far behind the current code requirements in respect to both static and seismic actions.
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页码：389 / 410
页数：21
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