Dynamic Response and Seismic Vulnerabilities of the Historic Tophane-i Amire: Dynamic and Seismic Analysis of a Historic Masonry Building

被引:1
|
作者
Akturk, F. [1 ]
Aras, F. [2 ]
Ceribasi, S. [3 ]
机构
[1] Istanbul Medeniyet Univ, Construct Works & Tech Dept, Kuzey Yerleskesi,Merkezi Lab Binasi,Zemin kat, Istanbul, Turkey
[2] Istanbul Medeniyet Univ, Dept Civil Engn, Kuzey Yerleskesi,F Blok 133, Istanbul, Turkey
[3] Maltepe Univ, Dept Civil Engn, Marmara Egitim Koyu, Muhendislik Doga Bilimleri Fak, Istanbul, Turkey
来源
关键词
Historic masonry building; imperial arsenal; dynamic identification; ambient vibration survey; operational modal analysis; finite element analysis; model tuning; STRUCTURAL IDENTIFICATION; MODAL IDENTIFICATION; FREQUENCY; REGION; HAZARD; TOWERS;
D O I
10.1145/3495225
中图分类号
C [社会科学总论];
学科分类号
03 ; 0303 ;
摘要
This study deals with the dynamic characterization of the historic Tophane-i Amire building, located in Istanbul. The domed structure was constructed in the 18th century and is known as the first industrial building in the Ottoman times. It was an arsenal building used for the production of cannons and cannon balls. An ambient vibration survey was conducted with the Enhanced Frequency Domain Decomposition method to identify the dynamic characteristics of the structure. Later, a finite element model of the structure was constructed and numerical dynamic identification was pursued. The obtained experimental and numerical results have been compared and the finite element model of the structure has been tuned to obtain a validated tool to represent the real dynamic behavior of the structure. While the tuned model of the structure is intended to contribute to understanding its structural behavior and evaluate the mechanical properties of masonry, it has also been used for the evaluation of its seismic vulnerabilities. For this purpose, the structure has been analyzed under maximum considered earthquake response spectrum, and stress concentration regions have been determined. The results also serve as data for future structural health monitoring studies related to the structure.
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页数:20
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