붕괴방지 수준을 고려한 국내 고층 아파트의 성능기반 내진설계
Performance-Based Seismic Design of High-rise Apartment Buildings in Korea Considering Collapse Prevention Level
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참고문헌
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초록
The objective of this study is to apply performance-based seismic design to high-rise apartment buildings in Korean considering collapse prevention level. The possible issues during its application were studied and the suggestions were made based on the findings from the performance-based seismic design of a building with typical residential multi-unit layout. The lateral-force-resisting system of the building is ordinary shear walls system with a code exception of height limit. In order to allow the exception, the serviceability and the stability of the ordinary shear wall structure need to be evaluated to confirm that it has the equivalent performance as the one designed under the Korean Building Code 2009. The structure was evaluated whether it satisfied its performance objectives to withstand Service Level and Maximum Considered Earthquake.
Abstract
The objective of this study is to apply performance-based seismic design to high-rise apartment buildings in Korean considering collapse prevention level. The possible issues during its application were studied and the suggestions were made based on the findings from the performance-based seismic design of a building with typical residential multi-unit layout. The lateral-force-resisting system of the building is ordinary shear walls system with a code exception of height limit. In order to allow the exception, the serviceability and the stability of the ordinary shear wall structure need to be evaluated to confirm that it has the equivalent performance as the one designed under the Korean Building Code 2009. The structure was evaluated whether it satisfied its performance objectives to withstand Service Level and Maximum Considered Earthquake.
참고문헌 (11)
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- AIK, "Korean Building Code, KBC 2009", Architectural Institute of Korea, ~ (2009)
- AIK, "Guidelines for Performance-Based Seismic Design of Residential Buildings", Architectural Institute of Korea, ~ (2015)
- Wallace JW, "Damage and implications for seismic design of RC structural wall buildings", Earthquake Spectra, 28(S1), pp.S281~S299 (2012)
- KCI, "Building Code Requirements for Structural Concrete", Korean Concrete Institute, ~ (2012)
- Application of Performance-Based Seismic Design to Tall Ordinary Shear Wall Buildings, "Kim D", SEEBUS, ~ (2012)
- Görgülü O, "Numerical Simulation of RC Infill Walls Under Cyclic Loading and Calibration with Widely Used Hysteretic Models and Experiments", Bull earthquake Eng (2015)
- Ghodsi T, "Pacific Earthquake Engineering Research", Seismic Safety Commission Tall Building Design Case Study 2, 2010, pp.19, 197~256
- Kabeyasawa T, "Evaluation on Deformability of Reinforced Concrete Columns with Wing Walls", 15WCEE (2012)
- Yoo C, "Comparison of Nonlinear Analysis Program for Small-size Reinforced Concrete Buildings I", EESK Earthquake Eng, pp.219~228 (2015)
- "ASCE", SEI 41-06. Seismic Evaluation and Retrofit of Existing Buildings, 2006
