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首页> 外文会议>European Conference on Earthquake Engineering >Performance of Slender Buildings during the December 20 and 27, 2007 Bala (Ankara) Earthquakes in Turkey
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Performance of Slender Buildings during the December 20 and 27, 2007 Bala (Ankara) Earthquakes in Turkey

机译：2007年12月20日和27日，2007年12月27日Bala（安卡拉）地震在土耳其

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摘要

This paper evaluates the performance of slender buildings as masonry minarets during the December 20 and 27, 2007, Bala (Ankara) earthquakes. Bala is a township located 50 km southeast from Ankara city in Turkey. Minarets are tall and slender structures and they are vulnerable to seismic loading. In the Turkish style, the parts of a minaret are the footing as a base; pulpit; transition segment, cylindrical or polygonal body as a shaft; balcony; upper part of minaret body; spire; and flag. There was at least one minaret in each village in the affected area. Many of the minarets were constructed using masonry materials like cut stone and baked clay brick. Many of such buildings were damaged or collapsed. The cracking and failure patterns of the masonry minarets are examined. The two earthquakes hit the minarets within seven days, causing progressive damage.
机译：本文在2007年12月20日和27日，巴拉（安卡拉）地震中，评估苗条建筑物的表现为砌体尖塔。巴拉是一座镇，位于土耳其安卡拉市东南部50公里。尖塔是高大和细长的结构，它们容易受到地震载荷。在土耳其风格中，尖塔的部分是基地的基础;讲坛;过渡段，圆柱形或多边形体作为轴;阳台;尖塔的上半部分;尖塔;和国旗。每个村庄中至少有一个尖塔。许多尖塔是使用砌体材料制造的，如切割的石头和烤粘土砖。许多这样的建筑物被损坏或崩溃。检查砌体尖塔的开裂和失效模式。两次地震在七天内击中尖塔，造成渐进损失。

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