Dynamic analysis of Dolmabahce masonary clock tower

Građevinar

article

Zeynep Yeşim İLERİSOY¹  Asena Soyluk¹ 

[1] Gazi University in Ankara, Turkey Department of Architecture

关键词: dynamic analysis;    Masonry tower;    soft soil;    stiff soil;    earthquake response;   

DOI  :  10.14256/JCE.885.2012

学科分类：社会科学、人文和艺术（综合）

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 摘 要 】

Recent earthquakes around the world have shown that most masonry clock towers are susceptible to structural damage and collapse. An appropriate tower model was erected in order to investigate structural behaviour of a historic masonry watch tower at the Dolmabahce Palace in Istanbul. The initial analysis of self-weight was followed by dynamic analysis, which took into account the influence of deeper soil layers next to tower foundations, and seismic motions registered for soft and stiff soil conditions during the 1999 earthquake in Kocaeli, Turkey.

【 授权许可】

CC BY