| 논문명 |
엔지니어기반 전산시스템을 적용한 철근콘크리트 기존 건축물의 내진성능평가 / Seismic Performance Evaluation of Existing Buildings with Engineer-oriented Computerized System |
| 저자명 |
황선우(Hwang, Sunwoo) ; 김동연(Kim, Dong-Yeon) ; 김태진(Kim, Taejin) ; 김경태(Kim, Kyungtae) |
| 발행사 |
한국지진공학회 |
| 수록사항 |
한국지진공학회 논문집, Vol.21 No.2(통권 115호) (2017-03) |
| 페이지 |
시작페이지(105) 총페이지(10) |
| ISSN |
1226-525X |
| 주제분류 |
구조 |
| 주제어 |
//Engineer-oriented Computerized System ; Seismic Performance Evaluation ; Nonlinear Hinge Property ; Pushover Analysis |
| 요약2 |
Nonlinear analysis for seismic performance evaluation of existing building usually takes 4~5 times more than linear analysis based on KBC code. To obtain accurate results from the nonlinear analysis, there are a lot of things to be considered for nonlinear analysis modeling. For example, reinforcing layout, applied load and seismic details affect behavior of structural members for the existing building. Engineer-oriented computerized system was developed for engineers to evaluate effective seismic performance of existing buildings with abiding by seismic design principles. Using the engineer-oriented program, seismic performance evaluation of reinforced concrete building was performed. Nonlinear hinge properties were applied with real time multiple consideration such as section layout, section analysis result, applied load and performance levels. As a result, the building was evaluated to satisfy LS(Life Safety) performance level. A comparison between engineer-oriented and program-oriented results is presented to show how important the role of structural engineer is for seismic performance evaluation of existing buildings. |
| 소장처 |
한국지진공학회 |