NONDESTRUCTIVE INSPECTION AND NUMERICAL ANALYSIS OF A HISTORIC MASONRY TOWER

被引：0

作者：

He Yibin ^{[1
]}

Li Yi ^{[1
]}

Guo Jian ^{[1
]}

Huang Pin ^{[1
]}

Li Yan ^{[1
]}

机构：

[1] Hunan Univ, Changsha 410082, Hunan, Peoples R China

来源：

PROCEEDINGS OF THE 12TH INTERNATIONAL CONFERENCE ON INSPECTION APPRAISAL REPAIRS AND MAINTENANCE OF STRUCTURES, VOLS 1 AND 2 | 2010年

关键词：

masonry tower; numerical analysis; nondestructive inspection;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, a case study of the nineteen-century masonry tower named "Xizi" is presented. The building has been recently inspected and analyzed because of an emerging damage pattern. Nondestructive testing techniques have been adopted to assess the present situation of the tower without perturbations. The investigations on the spot reveal the presence of damaged zones concentrated close to the opening regions. At the same time, on the base of the structural characteristics analysis of exiting historic masonry tower, the numerical analysis of the masonry tower has been conducted using the ANSYS10.0 program. The deadweight and wind response characteristics of the masonry tower are presented, which can provide some useful hints for the prosecution of tower structural health monitoring and reinforcement.

引用

页码：431 / 436

页数：6

共 9 条

[1] The effect of heavy persistent actions into the behaviour of ancient masonry [J].