Earticle

초록

영어

Our country about earthquake is thought generally in the safety zone and is come but when for a few years the non-loach seeing the occurrence of earthquake recently, the possibility where the earthquake of the large scale will be able to bring about a big damage in life and the society and economic system will occur that always exists, is a possibility of seeing. Consequently
the various facility which includes the infrastructure is safe even in the severe earthquake, in order description below from the earthquake-proof plan absolutely is necessary. The case which will accomplish an earthquake-proof plan the process which is most important the earthquake load which merges the parties the low of the mountaintop is the thing about the infrastructure.
From the present paper observed about the earthquake load which follows in KBC 2008 standards and saw and the downtown new frame and eccentricity in the horizontal resistance system which is representative tried to compare about the new frame
about unit year in earthquake load .

목차

Abstract
 1. 서 론
  1.1 연구 배경
  1.2 연구 방법
  1.3. 가새골조
 2. 지진해석 고찰
  2.1 등가정적 해석법
  2.2 스펙트럼 해석법
  2.3 밑면전단력 산정법
  2.4 지진구역 및 지역계수(A)
  2.5 반응수정계수(R)
  2.6 지반계수(S)
  2.7 중요도계수(I)
 3. 모델 선정 및 해석
  3.1 사무소건물 개요
  3.2 가정 단면
  3.3 기본하중
  3.4 KBC2008 기준에 따른 지진하중 값
  3.5 하중 조합
  3.6 MIDAS GEN 프로그램을 이용한 모델링
  3.7 층별 지진하중 비교
  3.8 최대 지진하중 작용시 구조물의 형상 비교
 4. 결론
 참고문헌

저자

• 박광주 [ Park, Kwang-ju | 호서대학교 건축공학과 4학년 ]
• 김원기 [ Kim, Won-ki | 호서대학교 건축공학과 교수 ]

참고문헌