- Volume 22 Issue 3
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Comparative Analysis of Structural Damage Potentials Observed in the 9.12 Gyeongju and 11.15 Pohang Earthquakes
9.12 경주지진 및 11.15 포항지진의 구조손상 포텐셜 비교연구
- Lee, Cheol-Ho (Department of Architecture and Architectural Engineering, Seoul National University) ;
- Kim, Sung-Yong (Department of Architecture and Architectural Engineering, Seoul National University) ;
- Park, Ji-Hun (Division of Architecture and Urban Design, Incheon National University) ;
- Kim, Dong-Kwan (Department of Architectural Engineering, Cheongju University) ;
- Kim, Tae-Jin (Chang Minwoo Structural Consultants) ;
- Park, Kyoung-Hoon (Chang Minwoo Structural Consultants)
- 이철호 (서울대학교 건축학과) ;
- 김성용 (서울대학교 건축학과) ;
- 박지훈 (인천대학교 도시건축학부) ;
- 김동관 (청주대학교 건축공학과) ;
- 김태진 ((주)창민우구조컨설탄트) ;
- 박경훈 ((주)창민우구조컨설탄트)
- Received : 2018.02.13
- Accepted : 2018.04.19
- Published : 2018.04.30
In this paper, comparative analysis of the 9.12 Gyeongju and 11.15 Pohang earthquakes was conducted in order to provide probable explanations and reasons for the damage observed in the 11.15 Pohang earthquake from both earthquake and structural engineering perspectives. The damage potentials like Arias intensity, effective peak ground acceleration, etc observed in the 11.15 Pohang earthquake were generally weaker than those of the 9.12 Gyeongju earthquake. However, in contrast to the high-frequency dominant nature of the 9.12 Gyeongju earthquake records, the spectral power of PHA2 record observed in the soft soil site was highly concentrated around 2Hz. The base shear around 2 Hz frequency was as high as 40% building weight. This frequency band is very close to the fundamental frequency of the piloti-type buildings severely damaged in the northern part of Pohang. Unfortunately, in addition to inherent vertical irregularity, most of the damaged piloti-type buildings had plan irregularity as well and were non-seismic. All these contributed to the fatal damage. Inelastic dynamic analysis indicated that PHA2 record demands system ductility capacity of 3.5 for a structure with a fundamental period of 0.5 sec and yield base shear strength of 10% building weight. The system ductility level of 3.5 seems very difficult to be achievable in non-seismic brittle piloti-type buildings. The soil profile of the PHA2 site was inversely estimated based on deconvolution technique and trial-error procedure with utilizing available records measured at several rock sites during the 11.15 Pohang earthquake. The soil profile estimated was very typical of soil class D, implying significant soil amplification in the 11.15 Pohang earthquake. The 11.15 Pohang earthquake gave us the expensive lesson that near-collapse damage to irregular and brittle buildings is highly possible when soil is soft and epicenter is close, although the earthquake magnitude is just minor to moderate (M 5+).
Supported by : 국토교통부
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