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KERD
논문KCI 등재

기존 저층 필로티 건물의 스펙트럼 변위 기반 손상도 기준 개선

Improvement of Spectral Displacement-Based Damage State Criteria of Existing Low-Rise, Piloti-Type Buildings

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키워드

주제분류토목공학

초록

The Ministry of the Interior and Safety in Korea developed seismic fragility function for various building types in 2009. Damage states for most building types were determined by structural analyses of sample models and foreign references because actual cases damaged by earthquakes rarely exist in Korea. Low-rise, piloti-type buildings showed severe damage by brittle failure in columns due to insufficient stirrup details in the 2017 Pohang earthquake. Therefore, it is necessary to improve damage state criteria for piloti-type buildings by consulting actual outcomes from the earthquake. An analytical approach was conducted by developing analysis models of sample buildings reflecting insufficient stirrup details of columns to accomplish the purpose. The result showed that current spectral displacements of damage states for piloti-type buildings might be too large to estimate actual fragility. When the brittle behavior observed in the earthquake is reflected in the analysis model, one-fourth through one-sixth of current spectral displacements of damage states may be appropriate for existing low-rise, piloti-type buildings.

Abstract

The Ministry of the Interior and Safety in Korea developed seismic fragility function for various building types in 2009. Damage states for most building types were determined by structural analyses of sample models and foreign references because actual cases damaged by earthquakes rarely exist in Korea. Low-rise, piloti-type buildings showed severe damage by brittle failure in columns due to insufficient stirrup details in the 2017 Pohang earthquake. Therefore, it is necessary to improve damage state criteria for piloti-type buildings by consulting actual outcomes from the earthquake. An analytical approach was conducted by developing analysis models of sample buildings reflecting insufficient stirrup details of columns to accomplish the purpose. The result showed that current spectral displacements of damage states for piloti-type buildings might be too large to estimate actual fragility. When the brittle behavior observed in the earthquake is reflected in the analysis model, one-fourth through one-sixth of current spectral displacements of damage states may be appropriate for existing low-rise, piloti-type buildings.

참고문헌 (11)

  1. Development of fragility function of domestic building structures, "National Emergency Management Agency", ~ (2009)
  2. "Hazus®–MH 2.1, Advanced engineering building module"[URL]
  3. Federal Emergency Management Agency, "FEMA 356, Prestandard and commentary for the seismic rehabilitation of buildings", ~ (2000)
  4. A study on establishment of earthquake disaster prevention measures for piloti-type buildings, etc, "Ministry of Land, Infrastructure and Transport", ~ (2018)
  5. Ministry of the Interior and Safety, "Establishment outlines of the damage investigation and recovery plan for natural disaster", ~ (2019)
  6. Ministry of Land, Infrastructure and Transport, "Guidelines on the safety control and maintenance implementation, etc. of establishments", ~ (2020)
  7. Investigation of seismic performance of piloti-type buildings, etc. vulnerable to earthquake, "Seoul Metropolitan Government", ~ (2019)
  8. Korea Authority of Land and Infrastructure Safety, "Seismic performance evaluation and rehabilitation guidelines of existing buildings", ~ (2019)
  9. Computers and Structures, Inc, "Perform-3D, Ver. 6.0", ~
  10. Applied Technology Council, "ATC-40, Seismic evaluation and retrofit of concrete buildings", ~ (1996)
  11. Vamvatsikos D, "Incremental dynamic analysis", Earthquake Engineering and Structural Dynamics, 31(3), pp.491~514 (2002)

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