Earticle

초록

영어

While the length of building structures using a dead load and live load, as well as wind, snow and natural disasters such as earthquakes and other natural phenomena should be designed to withstand firmly against the natural order means. Seismic analysis of national norms, we include the equivalent static analysis and dynamic analysis (response spectrum analysis) is. Typical dynamic response spectrum analysis method of analysis that estimated for the analysis base shear and base shear calculated by the equivalent static analysis and dynamic analysis by comparing the base shear is a small correction factor (Scale Factor) derived by calculating the
safe design are. In this study, a model irregular structure at modeling Seismic Analysis and Structural Analysis of the coordinate axis according to the difference between dynamic and stress for earthquake loads to compare the behavior of practical changes and volume changes in wealth and Design Department to study and The following conclusions are obtained.

목차

Abstract
 1. 서론
  1.1 연구배경 및 목적
  1.2 연구범위 및 방법
 2. 조사 및 분석방법
  2.1 조사대상의 선정
  2.2 조사 및 분석방법
 3. 유효요인의 추출 및 해석
  3.1 비정형구조물의 설계부재력 비교
  3.2 비정형구조물의 벽체물량 비교
 4. 결론
 참고문헌

저자

• 류상은 [ Ryu, Sang-Eun | 동의대학교 건축공학과, 석사과정 ]
• 송호산 [ Song, Ho-San | 동의대학교 건축공학과 정교수, 공학박사 ]

참고문헌