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RC모멘트 저항골조 건물의 약산 주기식

Title
RC모멘트 저항골조 건물의 약산 주기식
Other Titles
Empirical Period formula For Ru Moment Resisting Frame Buildings
Author
신성우
Issue Date
2001-11
Publisher
한국구조물진단유지관리공학회
Citation
한국구조물진단유지관리공학회 학술발표회 논문집, v. 5, no. 2, page. 195-200
Abstract
Most period code formulas for the RC moment resisting frame building are empirical formulas. Code formula is developed by the measured period of the low-medium buildings during the 1971 San Fernando Earthquake. But measured periods are insufficient to assure the reliability of its accuracy and safety. This paper improves the code formula by regression analysis of the measured period data. Seismic coefficient using the improved formula is evaluated and also compared with those of being based on the current code formula.
URI
http://kiss.kstudy.com/thesis/thesis-view.asp?key=3840055https://repository.hanyang.ac.kr/handle/20.500.11754/161046
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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