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http://dx.doi.org/10.5000/EESK.2018.22.1.033

Seismic Performance Evaluation of Steel Moment Frame Factory Building with Slender Braces  

Kim, Dong Yeon (Chang Minwoo Structural Consultants)
Cho, Jae Chul (Chang Minwoo Structural Consultants)
Hwang, Sunwoo (Chang Minwoo Structural Consultants)
Kim, Taejin (Chang Minwoo Structural Consultants)
Kim, Jong Ho (Chang Minwoo Structural Consultants)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.22, no.1, 2018 , pp. 33-43 More about this Journal
Abstract
'Seismic Performance Evaluation Method for Existing Buildings (2013)' developed in accordance with the overseas guidelines ASCE 41 - 06 is the most widely used procedure among domestic seismic performance evaluation guidelines in Korea. However, unlike ASCE 41 - 06, it stipulates that the final performance should be derived as the gravity load distribution ratio of the lateral force resistance system in the guideline. Therefore, in the case of a dual steel structure system with slender braces, where the internal moment frame is mostly responsible for the gravity load, the evaluation of slender braces based on gravity load distribution ratio is difficult to be achieved. In this research, we propose an objective evaluation process for such system by evaluating seismic performance for large-scale factory facilities as an example.
Keywords
Seismic performance evaluation; Dual steel structure system; Slender braces;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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