학술논문

2016 경주지진과 2017 포항지진에 대한 단주기 비대칭 건축물의 수치해석적 분석
Numerical Analysis of Short-Period Eccentric Structures Subjected to 2016 Gyeongju and 2017 Pohang Eartuqhakes
Document Type
Article
Text
Source
대한건축학회연합논문집, 02/25/2021, Vol. 23, Issue 1, p. 79-84
Subject
2016 경주지진
2017 포항지진
편심구조
탄성 지진응답
2016 Gyeongju Earthquake
2017 Pohang Earthquake
Eccentric Structures
Elastic Seismic Response
Language
한국어(KOR)
ISSN
1229-5752
Abstract
This paper conducted a numerical analysis of the 2016 Gyeongju and 2017 Pohang earthquakes in order to analyze the damage potential of eccentric short-period structures. First, an analysis of the earthquake records of the Pohang and Gyeongju earthquakes was conducted. Followed by deriving the equation of motion including torsion, the damage potential was analyzed through the response to each earthquake record. In this study, an exact solution related to the natural frequency of the short-period asymmetrical building was derived, and based on this, it was confirmed that the total response depends not only on the variable related to eccentricity, but also on the natural frequency ratio of the excitation direction and the non-excitation direction. Based on these results, the separation of the natural frequency from the parameters related to the eccentricity and the ratio of the frequency of the direction not excitation to the direction of excitation was confirmed through time history analysis.