Structural Performance Degeneration by Inclusion of a Seismic Joint

被引:0
作者
Yuksel, Isa [1 ]
Buyukcapar, Serhat [2 ]
机构
[1] Bursa Tech Univ, Dept Civil Engn, Bursa, Turkey
[2] Directorate Investment Survey & Coordinat, Mugla, Turkey
关键词
Building; Earthquake; Performance; Pushover analysis;
D O I
10.1007/s13369-014-1211-7
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
This paper presents performance evaluation of a five-story reinforced concrete building that includes dramatic structural performance degeneration. The original building structural system was divided into two blocks with a seismic joint that was included during construction although it was not provided in the design phase. Structural performance evaluation is performed according to Turkish Earthquake Resistant Code 2007 (TEC-2007), which is very similar to modern codes. Nonlinear static pushover analysis was performed in order to draw the capacity curves of the building in two orthogonal directions. Equivalent incremental seismic load method that is defined in TEC-2007 is followed for earthquake performance evaluation. The building does not satisfy the target structural performance levels shown in TEC-2007. It is concluded that the fundamental reason for the poor performance is the inclusion of the seismic joint. The seismic joint transforms the building into two blocks irregular in plan, which results in the degeneration of the buildings structural performance.
引用
收藏
页码:5991 / 5999
页数:9
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