首页> 外文期刊>Engineering failure analysis >Assessment and rehabilitation of the damaged historic Cenabi Ahmet Pasha Mosque
【24h】

Assessment and rehabilitation of the damaged historic Cenabi Ahmet Pasha Mosque

机译:评估和修复历史悠久的塞纳比·艾哈迈德·帕夏清真寺

获取原文
获取原文并翻译 | 示例
       

摘要

Historic structures form a very important part of our cultural heritage and are supposed to be preserved properly. Therefore, full comprehension of the structural behavior of historic structures is of prior importance. In this study, a damaged single domed mosque of 16th century classical Ottoman Architecture has been investigated. Serious damage was recorded at various locations and structural elements including the dome and the structural masonry walls, as a result of which the structure was recently closed to worshippers and visitors. The mosque was constructed in the 16th century on silty-clay soil. Due to local drought conditions in the last couple of decades, the water table has changed excessively, causing soil displacements that have especially affected the masonry structure. The main objective of the present study is to explore the reasons for the structural damage and to propose a rehabilitation method suitable for the amelioration of the observed damage. The results of the structural analyses conducted have been compared with the observed damage and some rehabilitation methods have been proposed accordingly. These methods include mini-pile application proceeding as far as the firm soil (rock) in order to prevent the soil displacement. Furthermore, as the cracks on the masonry walls would be repaired using materials that would be in conformity with the structure's historical texture, it has been proposed that a steel ring be fitted suitably around the damaged dome's base in order to contain further propagation of cracks. (C) 2015 Elsevier Ltd. All rights reserved.
机译:历史建筑是我们文化遗产的重要组成部分,应该妥善保存。因此,全面了解历史建筑的结构行为具有先后的重要性。在这项研究中,已对16世纪古典奥斯曼建筑风格的受损圆顶清真寺进行了调查。在各个位置和结构元件(包括圆顶和砌体墙)上都记录到了严重破坏,结果,该结构最近对信徒和访客关闭。这座清真寺建于16世纪,位于粉质粘土土壤上。由于最近二十年来的局部干旱状况,地下水位变化过大,导致土壤位移,特别影响了砖石结构。本研究的主要目的是探讨结构损坏的原因,并提出一种适合于改善所观察到的损坏的修复方法。将进行的结构分析的结果与观察到的损坏进行了比较,并据此提出了一些修复方法。这些方法包括将微型桩应用到坚硬的土壤(岩石)上,以防止土壤移位。此外,由于将使用与结构的历史纹理相符的材料来修复砌体墙壁上的裂缝,因此建议在受损圆顶的底部周围适当地安装钢环,以防止裂缝的进一步传播。 (C)2015 Elsevier Ltd.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号