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Title |
Effects of Seismic Loads with Different Return Period on Residential Building with RC Shear Wall Structure under Construction
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Authors |
최성현(Seong-Hyeon Choi) ; 김재요(Jea-Yo Kim) |
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DOI |
https://doi.org/10.11112/jksmi.2022.26.2.43 |
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Keywords |
철근콘크리트; 시공단계 해석; 구조성능; 지진하중 Reinforced concrete; Construction sequence analysis; Structural performances; Seismic load |
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Abstract |
Even though the structural safety is confirmed in the design stage, the structural safety is not guaranteed in the construction stage because the structural system is not completed. In addition, since the construction period is shorter than the period of use of the building after completion, it is excessive to apply the same seismic load to the construction stage as in the design stage. ASCE 37-14 presents the concept of seismic load reduction factor during construction, but does not provide a clear application method. Therefore, in this study, the seismic load reduced according to the return period was applied to the example model of a residential middle-rise RC building. The construction stage of the example model was divided into five-story units, and seismic load with the change of the return period was applied to the construction stage models to analyze the change of seismic load during construction and to check the sectional performances of structural members. By comparing the design strength ratio of the shear wall at the design stage and the construction stage, the range of seismic load magnitudes that can assure the safety during construction of a residential middle-rise RC building was analyzed in terms of the return period.
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