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http://dx.doi.org/10.7859/kief.2014.21.2.033

Seismic Performance Evaluation of School Building Short Column Effect  

Ju, Chang-Gil (단국대 건축공학과)
Han, Ju-Yeon (단국대 건축공학과)
Park, Tae-Won (단국대 건축공학과)
Publication Information
Journal of the Korean Institute of Educational Facilities / v.21, no.2, 2014 , pp. 33-39 More about this Journal
Abstract
In the case of low-rise buildings in seismic performance evaluation, lateral force resistance of the pillars affects the seismic performance of the building. Evaluation of the seismic performance of the column is determined by the holding performance is evaluated by comparing the shear strength and bending strength it was destroyed bylow intensity. In case of the school building, in order to install the large windows for ventilation and lighting of the partition walls are located between the pillars. The case of the pillars of these, shear failure occurs in the event of an earthquake is often, in the seismic performance evaluation, partition wall and the wall of the shim is evaluated ignoring, pillar of the general pillars If you have to calculate the results of the seismic performance distorted that are destroyed by bending behavior can be evaluated as often. Results of the study, when assessed by distinguishing the effective length of the column, it was found that when a seismic load is applied, it is possible to accurately predict the failure mode, reliable results of seismic performance evaluation of the school building.
Keywords
School building; Seismic performance evaluation; Short column; Effect length; Shear strength;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
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