Earticle

초록

영어

The Korean Building Code was provided by the Ministry of Construction & Transportation in April, 2005. The earthquake resistant design criteria in this Korean Building Code has been improved. In this paper, such results as the lateral force and the story shear, etc. calculated by the equivalent static analysis procedures which were provided in the Korean Building Code, the ATC provisions and the UBC97 are compared with the results calculated by the dynamic analysis procedure provided in the Korean Building Code. And the differences between the lateral forces calculated by the equivalent static analysis procedures and those calculated by the dynamic analysis procedure have been examined. According to these examined differences, an improved method to calculate the lateral forces of the bearing wall-type building structures based on the equivalent lateral force procedure has been proposed.

목차

Abstract
 1. 서론
 2. 국내외 내진설계기준에서의 층지진하중과층전단력 산정방법
  2.1 등가정적해석법에서의 층지진하중과 층전단력 산정방법
 3. 국내외 내진설계기준에서 산정된 층지진하중과층전단력 비교
  3.1 연구대상 건축물
  3.2 층지진하중과 층전단력 비교 결과
 4. 새로운 층지진하중 산정방법 제안
  4.1 등가정적해석법과 동적해석법에서 산정된 층지진하중간의 차이 고찰 방법
  4.2 ∇ Fs의 분포 비교 고찰
  4.3 새로운 층지진하중 산정방법
  4.4 새로운 층지진하중 산정방법 검증
 5. 결론
 참고문헌

저자

• 박근홍 [ Park, Geun-Hong | 정회원, 서남대 건축공학과 조교수, 공학박사 ]
• 문병석 [ Moon, Byoung-Seok | 정회원, 서남대 토목공학과 조교수, 공학박사 ] 교신저자

참고문헌