Earticle

초록

영어

In these days, many of high-rise residential buildings are constructing with flat plate slab structure system. These buildings tend to adopt a 'building frame system' and 'dual system' as primary seismic resisting structural system. But, there exist several ambiguities and difficulties in designing theses systems in practical. So, 'KBC2005 & commentary(0306.6.1)' published in 2006 November refer that if the moment frame of 'The dual system(R=5.5)' cannot resist the above 25% of seismic load, it will transfer 'The building frame system' in the form "Immediate moment frame(R=5)"and the shear wall does not have the necessity which will resist completely the seismic load. By appling 'KBC2005 & commentary', flat plate slab structure system are designed according to the method , such as "Deformation Compatibility" and "immediate moment frame(R=5)". 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
 2. 이론적 고찰
  2.1 무량판 구조시스템의 해석기법
  2.2 지진력 저항시스템의 해석기법
  2.3 불균형모멘트의 전달
 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

• 신현정 [ Shin, Hyun-Jung | 동의대 건축공학과 석사과정 ]
• 송호산 [ Song, Ho-San | 동의대 건축공학과 교수, 공학박사 ]

참고문헌