Earticle

초록

영어

In these days, many of high-rise residential buildings are constructing with flat plate slab structural system these buildings tend to adopt a 'The building frame system(R=6)' and 'The dual system(R=6.5)' as primary seismic resisting structural system. But, there exist several ambiguities, difficulties in designing theses systems in practical application. So, 'KBC2009 &
commentary(0306.6.1)' published in 2009 November refer that if the moment frame of 'The dual system(R=6.5)' cannot resist the above 25% of seismic load, it will transfer 'The building frame system' in the form "Immediate moment frame(R=6)"and the shear wall does not have the necessity which will resist completely the seismic load.
By appling 'KBC2009 & commentary', flat-plate structure system are designed according to the method such as "Deformation Compatibility" and "Immediate moment frame(R=6)". The objective of this study was to compare with stress behavior and effectiveness according to two design-method of seismic load resisting system in flat-plate slab.

목차

Abstract
 1. 서론
  1.1 연구목적 및 방법
 2. 이론적 고찰
  2.1 무량판 구조시스템의 해석기법
  2.2 지진력 저항시스템의 해석기법
  2.3 내진설계의 적용
 3. 해석구조물의 설계
  3.1 해석개요
  3.2 변형적합성을 고려한 설계방법
 4. 해석결과에 대한 분석 및 고찰
  4.1 응력 비교 및 분석
  4.2 철근물량 비교 및 분석
 5. 결론
 참고문헌

저자

• 박환성 [ Park, Hwan-Sung | 동의대 건축공학과 석사과정 ]
• 송호산 [ Song, Ho-San | 동의대 건축공학과 교수, 공학박사 ]

참고문헌